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Academic journals, archives, and repositories are seeing an increasing number of questionable research papers clearly produced using generative AI. They are often created with widely available, general-purpose AI applications, most likely ChatGPT, and mimic scientific writing. Google Scholar easily locates and lists these questionable papers alongside reputable, quality-controlled research. Our analysis of a selection of questionable GPT-fabricated scientific papers found in Google Scholar shows that many are about applied, often controversial topics susceptible to disinformation: the environment, health, and computing. The resulting enhanced potential for malicious manipulation of society’s evidence base, particularly in politically divisive domains, is a growing concern.
Swedish School of Library and Information Science, University of Borås, Sweden
Department of Arts and Cultural Sciences, Lund University, Sweden
Division of Environmental Communication, Swedish University of Agricultural Sciences, Sweden
The use of ChatGPT to generate text for academic papers has raised concerns about research integrity. Discussion of this phenomenon is ongoing in editorials, commentaries, opinion pieces, and on social media (Bom, 2023; Stokel-Walker, 2024; Thorp, 2023). There are now several lists of papers suspected of GPT misuse, and new papers are constantly being added. 1 See for example Academ-AI, https://www.academ-ai.info/ , and Retraction Watch, https://retractionwatch.com/papers-and-peer-reviews-with-evidence-of-chatgpt-writing/ . While many legitimate uses of GPT for research and academic writing exist (Huang & Tan, 2023; Kitamura, 2023; Lund et al., 2023), its undeclared use—beyond proofreading—has potentially far-reaching implications for both science and society, but especially for their relationship. It, therefore, seems important to extend the discussion to one of the most accessible and well-known intermediaries between science, but also certain types of misinformation, and the public, namely Google Scholar, also in response to the legitimate concerns that the discussion of generative AI and misinformation needs to be more nuanced and empirically substantiated (Simon et al., 2023).
Google Scholar, https://scholar.google.com , is an easy-to-use academic search engine. It is available for free, and its index is extensive (Gusenbauer & Haddaway, 2020). It is also often touted as a credible source for academic literature and even recommended in library guides, by media and information literacy initiatives, and fact checkers (Tripodi et al., 2023). However, Google Scholar lacks the transparency and adherence to standards that usually characterize citation databases. Instead, Google Scholar uses automated crawlers, like Google’s web search engine (Martín-Martín et al., 2021), and the inclusion criteria are based on primarily technical standards, allowing any individual author—with or without scientific affiliation—to upload papers to be indexed (Google Scholar Help, n.d.). It has been shown that Google Scholar is susceptible to manipulation through citation exploits (Antkare, 2020) and by providing access to fake scientific papers (Dadkhah et al., 2017). A large part of Google Scholar’s index consists of publications from established scientific journals or other forms of quality-controlled, scholarly literature. However, the index also contains a large amount of gray literature, including student papers, working papers, reports, preprint servers, and academic networking sites, as well as material from so-called “questionable” academic journals, including paper mills. The search interface does not offer the possibility to filter the results meaningfully by material type, publication status, or form of quality control, such as limiting the search to peer-reviewed material.
To understand the occurrence of ChatGPT (co-)authored work in Google Scholar’s index, we scraped it for publications, including one of two common ChatGPT responses (see Appendix A) that we encountered on social media and in media reports (DeGeurin, 2024). The results of our descriptive statistical analyses showed that around 62% did not declare the use of GPTs. Most of these GPT-fabricated papers were found in non-indexed journals and working papers, but some cases included research published in mainstream scientific journals and conference proceedings. 2 Indexed journals mean scholarly journals indexed by abstract and citation databases such as Scopus and Web of Science, where the indexation implies journals with high scientific quality. Non-indexed journals are journals that fall outside of this indexation. More than half (57%) of these GPT-fabricated papers concerned policy-relevant subject areas susceptible to influence operations. To avoid increasing the visibility of these publications, we abstained from referencing them in this research note. However, we have made the data available in the Harvard Dataverse repository.
The publications were related to three issue areas—health (14.5%), environment (19.5%) and computing (23%)—with key terms such “healthcare,” “COVID-19,” or “infection”for health-related papers, and “analysis,” “sustainable,” and “global” for environment-related papers. In several cases, the papers had titles that strung together general keywords and buzzwords, thus alluding to very broad and current research. These terms included “biology,” “telehealth,” “climate policy,” “diversity,” and “disrupting,” to name just a few. While the study’s scope and design did not include a detailed analysis of which parts of the articles included fabricated text, our dataset did contain the surrounding sentences for each occurrence of the suspicious phrases that formed the basis for our search and subsequent selection. Based on that, we can say that the phrases occurred in most sections typically found in scientific publications, including the literature review, methods, conceptual and theoretical frameworks, background, motivation or societal relevance, and even discussion. This was confirmed during the joint coding, where we read and discussed all articles. It became clear that not just the text related to the telltale phrases was created by GPT, but that almost all articles in our sample of questionable articles likely contained traces of GPT-fabricated text everywhere.
Evidence hacking and backfiring effects
Generative pre-trained transformers (GPTs) can be used to produce texts that mimic scientific writing. These texts, when made available online—as we demonstrate—leak into the databases of academic search engines and other parts of the research infrastructure for scholarly communication. This development exacerbates problems that were already present with less sophisticated text generators (Antkare, 2020; Cabanac & Labbé, 2021). Yet, the public release of ChatGPT in 2022, together with the way Google Scholar works, has increased the likelihood of lay people (e.g., media, politicians, patients, students) coming across questionable (or even entirely GPT-fabricated) papers and other problematic research findings. Previous research has emphasized that the ability to determine the value and status of scientific publications for lay people is at stake when misleading articles are passed off as reputable (Haider & Åström, 2017) and that systematic literature reviews risk being compromised (Dadkhah et al., 2017). It has also been highlighted that Google Scholar, in particular, can be and has been exploited for manipulating the evidence base for politically charged issues and to fuel conspiracy narratives (Tripodi et al., 2023). Both concerns are likely to be magnified in the future, increasing the risk of what we suggest calling evidence hacking —the strategic and coordinated malicious manipulation of society’s evidence base.
The authority of quality-controlled research as evidence to support legislation, policy, politics, and other forms of decision-making is undermined by the presence of undeclared GPT-fabricated content in publications professing to be scientific. Due to the large number of archives, repositories, mirror sites, and shadow libraries to which they spread, there is a clear risk that GPT-fabricated, questionable papers will reach audiences even after a possible retraction. There are considerable technical difficulties involved in identifying and tracing computer-fabricated papers (Cabanac & Labbé, 2021; Dadkhah et al., 2023; Jones, 2024), not to mention preventing and curbing their spread and uptake.
However, as the rise of the so-called anti-vaxx movement during the COVID-19 pandemic and the ongoing obstruction and denial of climate change show, retracting erroneous publications often fuels conspiracies and increases the following of these movements rather than stopping them. To illustrate this mechanism, climate deniers frequently question established scientific consensus by pointing to other, supposedly scientific, studies that support their claims. Usually, these are poorly executed, not peer-reviewed, based on obsolete data, or even fraudulent (Dunlap & Brulle, 2020). A similar strategy is successful in the alternative epistemic world of the global anti-vaccination movement (Carrion, 2018) and the persistence of flawed and questionable publications in the scientific record already poses significant problems for health research, policy, and lawmakers, and thus for society as a whole (Littell et al., 2024). Considering that a person’s support for “doing your own research” is associated with increased mistrust in scientific institutions (Chinn & Hasell, 2023), it will be of utmost importance to anticipate and consider such backfiring effects already when designing a technical solution, when suggesting industry or legal regulation, and in the planning of educational measures.
Recommendations
Solutions should be based on simultaneous considerations of technical, educational, and regulatory approaches, as well as incentives, including social ones, across the entire research infrastructure. Paying attention to how these approaches and incentives relate to each other can help identify points and mechanisms for disruption. Recognizing fraudulent academic papers must happen alongside understanding how they reach their audiences and what reasons there might be for some of these papers successfully “sticking around.” A possible way to mitigate some of the risks associated with GPT-fabricated scholarly texts finding their way into academic search engine results would be to provide filtering options for facets such as indexed journals, gray literature, peer-review, and similar on the interface of publicly available academic search engines. Furthermore, evaluation tools for indexed journals 3 Such as LiU Journal CheckUp, https://ep.liu.se/JournalCheckup/default.aspx?lang=eng . could be integrated into the graphical user interfaces and the crawlers of these academic search engines. To enable accountability, it is important that the index (database) of such a search engine is populated according to criteria that are transparent, open to scrutiny, and appropriate to the workings of science and other forms of academic research. Moreover, considering that Google Scholar has no real competitor, there is a strong case for establishing a freely accessible, non-specialized academic search engine that is not run for commercial reasons but for reasons of public interest. Such measures, together with educational initiatives aimed particularly at policymakers, science communicators, journalists, and other media workers, will be crucial to reducing the possibilities for and effects of malicious manipulation or evidence hacking. It is important not to present this as a technical problem that exists only because of AI text generators but to relate it to the wider concerns in which it is embedded. These range from a largely dysfunctional scholarly publishing system (Haider & Åström, 2017) and academia’s “publish or perish” paradigm to Google’s near-monopoly and ideological battles over the control of information and ultimately knowledge. Any intervention is likely to have systemic effects; these effects need to be considered and assessed in advance and, ideally, followed up on.
Our study focused on a selection of papers that were easily recognizable as fraudulent. We used this relatively small sample as a magnifying glass to examine, delineate, and understand a problem that goes beyond the scope of the sample itself, which however points towards larger concerns that require further investigation. The work of ongoing whistleblowing initiatives 4 Such as Academ-AI, https://www.academ-ai.info/ , and Retraction Watch, https://retractionwatch.com/papers-and-peer-reviews-with-evidence-of-chatgpt-writing/ . , recent media reports of journal closures (Subbaraman, 2024), or GPT-related changes in word use and writing style (Cabanac et al., 2021; Stokel-Walker, 2024) suggest that we only see the tip of the iceberg. There are already more sophisticated cases (Dadkhah et al., 2023) as well as cases involving fabricated images (Gu et al., 2022). Our analysis shows that questionable and potentially manipulative GPT-fabricated papers permeate the research infrastructure and are likely to become a widespread phenomenon. Our findings underline that the risk of fake scientific papers being used to maliciously manipulate evidence (see Dadkhah et al., 2017) must be taken seriously. Manipulation may involve undeclared automatic summaries of texts, inclusion in literature reviews, explicit scientific claims, or the concealment of errors in studies so that they are difficult to detect in peer review. However, the mere possibility of these things happening is a significant risk in its own right that can be strategically exploited and will have ramifications for trust in and perception of science. Society’s methods of evaluating sources and the foundations of media and information literacy are under threat and public trust in science is at risk of further erosion, with far-reaching consequences for society in dealing with information disorders. To address this multifaceted problem, we first need to understand why it exists and proliferates.
Finding 1: 139 GPT-fabricated, questionable papers were found and listed as regular results on the Google Scholar results page. Non-indexed journals dominate.
Most questionable papers we found were in non-indexed journals or were working papers, but we did also find some in established journals, publications, conferences, and repositories. We found a total of 139 papers with a suspected deceptive use of ChatGPT or similar LLM applications (see Table 1). Out of these, 19 were in indexed journals, 89 were in non-indexed journals, 19 were student papers found in university databases, and 12 were working papers (mostly in preprint databases). Table 1 divides these papers into categories. Health and environment papers made up around 34% (47) of the sample. Of these, 66% were present in non-indexed journals.
Indexed journals* | 5 | 3 | 4 | 7 | 19 |
Non-indexed journals | 18 | 18 | 13 | 40 | 89 |
Student papers | 4 | 3 | 1 | 11 | 19 |
Working papers | 5 | 3 | 2 | 2 | 12 |
Total | 32 | 27 | 20 | 60 | 139 |
Finding 2: GPT-fabricated, questionable papers are disseminated online, permeating the research infrastructure for scholarly communication, often in multiple copies. Applied topics with practical implications dominate.
The 20 papers concerning health-related issues are distributed across 20 unique domains, accounting for 46 URLs. The 27 papers dealing with environmental issues can be found across 26 unique domains, accounting for 56 URLs. Most of the identified papers exist in multiple copies and have already spread to several archives, repositories, and social media. It would be difficult, or impossible, to remove them from the scientific record.
As apparent from Table 2, GPT-fabricated, questionable papers are seeping into most parts of the online research infrastructure for scholarly communication. Platforms on which identified papers have appeared include ResearchGate, ORCiD, Journal of Population Therapeutics and Clinical Pharmacology (JPTCP), Easychair, Frontiers, the Institute of Electrical and Electronics Engineer (IEEE), and X/Twitter. Thus, even if they are retracted from their original source, it will prove very difficult to track, remove, or even just mark them up on other platforms. Moreover, unless regulated, Google Scholar will enable their continued and most likely unlabeled discoverability.
Environment | researchgate.net (13) | orcid.org (4) | easychair.org (3) | ijope.com* (3) | publikasiindonesia.id (3) |
Health | researchgate.net (15) | ieee.org (4) | twitter.com (3) | jptcp.com** (2) | frontiersin.org (2) |
A word rain visualization (Centre for Digital Humanities Uppsala, 2023), which combines word prominences through TF-IDF 5 Term frequency–inverse document frequency , a method for measuring the significance of a word in a document compared to its frequency across all documents in a collection. scores with semantic similarity of the full texts of our sample of GPT-generated articles that fall into the “Environment” and “Health” categories, reflects the two categories in question. However, as can be seen in Figure 1, it also reveals overlap and sub-areas. The y-axis shows word prominences through word positions and font sizes, while the x-axis indicates semantic similarity. In addition to a certain amount of overlap, this reveals sub-areas, which are best described as two distinct events within the word rain. The event on the left bundles terms related to the development and management of health and healthcare with “challenges,” “impact,” and “potential of artificial intelligence”emerging as semantically related terms. Terms related to research infrastructures, environmental, epistemic, and technological concepts are arranged further down in the same event (e.g., “system,” “climate,” “understanding,” “knowledge,” “learning,” “education,” “sustainable”). A second distinct event further to the right bundles terms associated with fish farming and aquatic medicinal plants, highlighting the presence of an aquaculture cluster. Here, the prominence of groups of terms such as “used,” “model,” “-based,” and “traditional” suggests the presence of applied research on these topics. The two events making up the word rain visualization, are linked by a less dominant but overlapping cluster of terms related to “energy” and “water.”
The bar chart of the terms in the paper subset (see Figure 2) complements the word rain visualization by depicting the most prominent terms in the full texts along the y-axis. Here, word prominences across health and environment papers are arranged descendingly, where values outside parentheses are TF-IDF values (relative frequencies) and values inside parentheses are raw term frequencies (absolute frequencies).
Finding 3: Google Scholar presents results from quality-controlled and non-controlled citation databases on the same interface, providing unfiltered access to GPT-fabricated questionable papers.
Google Scholar’s central position in the publicly accessible scholarly communication infrastructure, as well as its lack of standards, transparency, and accountability in terms of inclusion criteria, has potentially serious implications for public trust in science. This is likely to exacerbate the already-known potential to exploit Google Scholar for evidence hacking (Tripodi et al., 2023) and will have implications for any attempts to retract or remove fraudulent papers from their original publication venues. Any solution must consider the entirety of the research infrastructure for scholarly communication and the interplay of different actors, interests, and incentives.
We searched and scraped Google Scholar using the Python library Scholarly (Cholewiak et al., 2023) for papers that included specific phrases known to be common responses from ChatGPT and similar applications with the same underlying model (GPT3.5 or GPT4): “as of my last knowledge update” and/or “I don’t have access to real-time data” (see Appendix A). This facilitated the identification of papers that likely used generative AI to produce text, resulting in 227 retrieved papers. The papers’ bibliographic information was automatically added to a spreadsheet and downloaded into Zotero. 6 An open-source reference manager, https://zotero.org .
We employed multiple coding (Barbour, 2001) to classify the papers based on their content. First, we jointly assessed whether the paper was suspected of fraudulent use of ChatGPT (or similar) based on how the text was integrated into the papers and whether the paper was presented as original research output or the AI tool’s role was acknowledged. Second, in analyzing the content of the papers, we continued the multiple coding by classifying the fraudulent papers into four categories identified during an initial round of analysis—health, environment, computing, and others—and then determining which subjects were most affected by this issue (see Table 1). Out of the 227 retrieved papers, 88 papers were written with legitimate and/or declared use of GPTs (i.e., false positives, which were excluded from further analysis), and 139 papers were written with undeclared and/or fraudulent use (i.e., true positives, which were included in further analysis). The multiple coding was conducted jointly by all authors of the present article, who collaboratively coded and cross-checked each other’s interpretation of the data simultaneously in a shared spreadsheet file. This was done to single out coding discrepancies and settle coding disagreements, which in turn ensured methodological thoroughness and analytical consensus (see Barbour, 2001). Redoing the category coding later based on our established coding schedule, we achieved an intercoder reliability (Cohen’s kappa) of 0.806 after eradicating obvious differences.
The ranking algorithm of Google Scholar prioritizes highly cited and older publications (Martín-Martín et al., 2016). Therefore, the position of the articles on the search engine results pages was not particularly informative, considering the relatively small number of results in combination with the recency of the publications. Only the query “as of my last knowledge update” had more than two search engine result pages. On those, questionable articles with undeclared use of GPTs were evenly distributed across all result pages (min: 4, max: 9, mode: 8), with the proportion of undeclared use being slightly higher on average on later search result pages.
To understand how the papers making fraudulent use of generative AI were disseminated online, we programmatically searched for the paper titles (with exact string matching) in Google Search from our local IP address (see Appendix B) using the googlesearch – python library(Vikramaditya, 2020). We manually verified each search result to filter out false positives—results that were not related to the paper—and then compiled the most prominent URLs by field. This enabled the identification of other platforms through which the papers had been spread. We did not, however, investigate whether copies had spread into SciHub or other shadow libraries, or if they were referenced in Wikipedia.
We used descriptive statistics to count the prevalence of the number of GPT-fabricated papers across topics and venues and top domains by subject. The pandas software library for the Python programming language (The pandas development team, 2024) was used for this part of the analysis. Based on the multiple coding, paper occurrences were counted in relation to their categories, divided into indexed journals, non-indexed journals, student papers, and working papers. The schemes, subdomains, and subdirectories of the URL strings were filtered out while top-level domains and second-level domains were kept, which led to normalizing domain names. This, in turn, allowed the counting of domain frequencies in the environment and health categories. To distinguish word prominences and meanings in the environment and health-related GPT-fabricated questionable papers, a semantically-aware word cloud visualization was produced through the use of a word rain (Centre for Digital Humanities Uppsala, 2023) for full-text versions of the papers. Font size and y-axis positions indicate word prominences through TF-IDF scores for the environment and health papers (also visualized in a separate bar chart with raw term frequencies in parentheses), and words are positioned along the x-axis to reflect semantic similarity (Skeppstedt et al., 2024), with an English Word2vec skip gram model space (Fares et al., 2017). An English stop word list was used, along with a manually produced list including terms such as “https,” “volume,” or “years.”
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This research has been supported by Mistra, the Swedish Foundation for Strategic Environmental Research, through the research program Mistra Environmental Communication (Haider, Ekström, Rödl) and the Marcus and Amalia Wallenberg Foundation [2020.0004] (Söderström).
The authors declare no competing interests.
The research described in this article was carried out under Swedish legislation. According to the relevant EU and Swedish legislation (2003:460) on the ethical review of research involving humans (“Ethical Review Act”), the research reported on here is not subject to authorization by the Swedish Ethical Review Authority (“etikprövningsmyndigheten”) (SRC, 2017).
This is an open access article distributed under the terms of the Creative Commons Attribution License , which permits unrestricted use, distribution, and reproduction in any medium, provided that the original author and source are properly credited.
All data needed to replicate this study are available at the Harvard Dataverse: https://doi.org/10.7910/DVN/WUVD8X
The authors wish to thank two anonymous reviewers for their valuable comments on the article manuscript as well as the editorial group of Harvard Kennedy School (HKS) Misinformation Review for their thoughtful feedback and input.
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Scientific Reports volume 14 , Article number: 20693 ( 2024 ) Cite this article
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The quick and accurate measurement and evaluation of the deterioration degree and consolidation effectiveness on the surface of masonry relics is valuable for disease investigation and restoration work. However, there is still a lack of quantitative indices for evaluating the deterioration degree and consolidation effectiveness of masonry relics in situ. Based on the micro-drilling resistance method, new quantitative evaluation indices for the deterioration degree and consolidation of masonry materials were proposed. Five types of masonry samples with different deterioration degrees were prepared by artificially accelerated deterioration tests involving sandstone and clay brick as research objects. Three types of consolidants were used to consolidate the deteriorated samples. Drilling resistance tests were conducted for deteriorated and consolidated samples. The variations in deterioration depth and average drilling resistance for samples with different numbers of deterioration cycles were analysed, while the differences in consolidation depth and average drilling resistance for samples with different consolidant types and dosages were compared. Finally, the deterioration degree index ( \(K\) ) and consolidation effectiveness index ( \({R}_{c}\) ), which are based on the average drilling resistance, are proposed. The results can be applied to quick on-site investigations of immovable masonry relics.
Introduction.
As carriers of historical and cultural information, masonry relics present great historical, artistic, and economic value. However, accompanied by long-term natural deterioration, most masonry relics suffer from different degrees of deterioration and even threaten structural stability. Accurately evaluating the deterioration degree and consolidation effectiveness of masonry relics is highly important for disease investigation and restoration work.
To evaluate the deterioration degree of masonry relics, visual assessment of deterioration is the most intuitive method. Some researchers have proposed methods for evaluating the deterioration degree based on the clarity and legibility of inscriptions 1 , 2 . The generalized visual assessment method enables comprehensive evaluation of numerous masonry relics through a simple and efficient process, but there is still room for improvement in terms of accuracy and precision. In addition, researchers have proposed semiquantitative evaluation indices for the deterioration degree of masonry relics. For instance, Fitzner et al. proposed a damage index to assess limestone deterioration that uses planimetric data in conjunction with weathering forms and damage categories 3 . Warke et al. proposed a unit, area, and spread (UAS) staging system model to assess the deterioration degree, which involves controlling factors, including structural and mineralogical properties, inheritance effects, contaminant loading, and natural change 4 . According to the photobased and site-specific weathering forms, Thornbush proposed a weathering index (S-E index) to assess the deterioration degree 5 . However, because such schemes involve detailed surveying, there may be considerable demands on operator time and expertise.
In addition, the mechanical and physical properties of masonry relics, including microfracture and porosity 6 , as well as compressive and flexural strength 7 , can also reflect the deterioration degree. Therefore, mechanical and physical indices obtained from laboratory accelerated deterioration processes can be used in quantitative evaluation. As a result of the preciousness and uniqueness of masonry relics, more researchers have suggested the use of nondestructive testing methods to assess the deterioration degree in situ. There are many available studies, for example, deterioration assessments based on ultrasonic wave velocities 8 , 9 , Schmidt hammer rebound 10 , 11 , hardness testers 12 , 13 , penetration resistance testers 14 , 15 , ultrasonic CT 16 , and laser scanners 17 . However, ultrasonic, rebound, and hardness methods require the surface of the measured material to be as flat as possible. The applicable strength range of the penetration resistance method is from 0.4 MPa to 16 MPa, which is not recommended for hard rock 18 . Ultrasonic CT and laser scanners may be cumbersome to use in data processing and place considerable demands on operator time and expertise.
The majority of studies have concentrated on the variations in the physical and mechanical properties of masonry materials before and after consolidation to evaluate the consolidation effectiveness. These include pore size distributions, dynamic elastic moduli, and tensile strengths 19 , 20 , 21 . In addition, nondestructive test methods have been used to evaluate the consolidation effectiveness of masonry relics. The most commonly used method is the comparison of ultrasonic wave velocity before and after consolidation 22 , 23 . However, in most field situations, the material properties tend to vary with depth in deteriorated and consolidated masonry relics. The above methods make it difficult to directly and accurately reflect the mechanical properties versus with depth of the material surface layer before and after consolidation.
Drilling resistance measurement system (DRMS) is an instrument that can continuously measure the resistance of a material to a drill bit under constant drilling conditions. In contrast with other nondestructive measuring instruments, DRMS, which has high sensitivity, can directly and accurately reflect the variation in material properties from the surface to the interior 24 . Therefore, the DRMS has been applied to evaluate the deterioration degree of masonry relics. By analysing the variation in drilling resistance with drilling depth, the surface deterioration depth and the thickness of the deterioration layer can be obtained 25 , 26 . Fonseca et al. proposed a classification scheme for the deterioration of marble based on drilling resistance values to quantitatively classify the deterioration degree 27 , 28 . DRMS is also commonly used to evaluate the range and magnitude of variations in drilling resistance-depth profiles before and after consolidation and is one of the most suitable methods for assessing the consolidation effectiveness of masonry relics. Especially in soft rocks, the difference in drilling resistance before and after consolidation appears to be particularly pronounced 29 , 30 . The consolidation depth of different types and dosages of consolidants can be evaluated based on the change in drilling resistance 31 , 32 . According to the testing and comparison of rock before and after consolidation with a scanning electron microscope and DRMS, Ban et al. confirmed the reliability of assessing the consolidation effectiveness from drilling resistance-depth profiles 33 . In addition, DRMS has also been used to evaluate the consolidation effectiveness of microbially induced carbonate precipitation techniques 34 , 35 . However, the current application of DRMS in the evaluation of the deterioration degree and consolidation effectiveness of masonry relics is commonly used for qualitative or semiquantitative measurements of the deterioration layer thickness and deterioration depth, as well as mostly for qualitative comparisons of the differences in drilling resistance before and after consolidation. There is still a lack of quantitative indices for evaluating the deterioration degree and consolidation effectiveness of masonry relics in combination with nondestructive methods.
To study the nondestructive quantitative evaluation method of the deterioration degree and consolidation effectiveness in masonry relics, sandstone and clay bricks, which are common among masonry relics, are used as study objects. Five types of samples with different deterioration degrees were prepared by artificially accelerated deterioration tests for both sandstone and clay brick, and three types of consolidants were used to consolidate the deteriorated samples. Drilling resistance tests were conducted for deteriorated and consolidated samples, and the calculation method for the average drilling resistance was determined based on the range and magnitude of the variations in the drilling resistance-depth profiles. The variations in deterioration depth and average drilling resistance for samples with different numbers of deterioration cycles were analysed, while the differences in consolidation depth and average drilling resistance for samples with different consolidant types and dosages were compared. Moreover, deterioration degree indices ( \(K\) ) and consolidation effectiveness indices ( \({R}_{c}\) ), which are based on the average drilling resistance, are proposed. Finally, the results were compared with the evaluation indices in the relevant standardization (BS EN 12,371:2010; WW/T 0063–2015) 36 , 37 to verify the accuracy and reliability of the \(K\) and \({R}_{c}\) .
Sandstone sample and clay brick sample.
Sandstone samples were purchased from Yuze Stone Industry Co., Ltd. (Jining, China). The lithology is red fine-grained feldspar sandstone with blocky formations. According to the results of the rock thin-section analysis and identification (as shown in Fig. 1 a), the sandstone is composed mainly of quartz (70–75%), potassium feldspar (5–10%), plagioclase (less than 5%), clasts (10–15%), and filler material (5–10%). The clasts are predominantly chlorite and white mica. The filler material contains reddish-brown ferruginous cement, which is commonly found in thin films and banded structures. The sandstone grains are mostly rounded and subangular in shape and consist mostly of fine sand (0.06–0.25 mm) and a small amount of medium sand (0.25–0.5 mm), with good sorting and rounding and a haphazard distribution. The sandstone samples were sliced from the same fine-grained sandstone. These samples have almost the same dimensions and mass. Samples with similar wave velocities were selected by ultrasonic wave velocity tests to ensure that there were no significant fissures within the experimental samples. A total of 8 sandstone samples (S1-S8) were obtained and each sample was a cylinder with a diameter of 50 mm and a height of 100 mm. Table 1 shows the bulk density, particle density, total porosity, free water absorption, forced water absorption, and uniaxial compressive strength of the sandstone.
The results of petrographical examination and X-ray diffraction analysis: ( a ) microstructure of the sandstone sample in thin section; ( b ) X-ray diffraction analysis result of the clay brick sample.
Clay brick samples were purchased from Dukai Ancient Brick Industry Co., Ltd. (Handan, China), which are blue bricks. The manufacturing process of the blue bricks is as follows: The clay was first soaked and cleaned with water and then dried to a constant mass. Subsequently, the clay was mashed and sieved through a 1 mm sieve. The sieved clay particles were mixed with water and put into moulds. The shaped clay blocks were removed from the moulds and left to dry naturally indoors for 15 days. After that, the clay blocks were fired in a high-temperature furnace for 10 days, maintaining the temperature at 1100 ℃. Finally, the fired clay bricks were cooled by the addition of water in a confined space. The clay brick sample was pulverized into powder for X-ray diffraction analysis (as shown in Fig. 1 b). The X-ray diffraction pattern calculations were performed using the Clayquan program (version 2020) with Rietveld refinement methods. The components of the different minerals were calculated from the cumulative peak area. The results show that the main mineral components of the clay brick sample are quartz (62.0%), dolomite (7.8%), clay minerals (19.4%), potassium feldspar (4.5%), plagioclase (3.7%), and clasts (1.2%). A total of 8 clay brick samples (B1-B8) with similar ultrasonic wave speeds were obtained from the same batch of bricks, all of which were cubic with a length of 40 mm. Table 1 shows the bulk density, particle density, total porosity, free water absorption, forced water absorption, and uniaxial compressive strength of the clay brick.
Sandstone and clay brick deterioration samples are obtained through laboratory accelerated dry and wet cycling processes. The instrument used for drying the samples was an electrothermal blast drying oven (produced by Shanghai Meiyu Instrument Co., Ltd., Shanghai, China). Sodium sulfate (Na 2 SO 4 ) is one of the most frequently found salts and the most damaging to masonry artifacts 38 , 39 ; hence, Na 2 SO 4 solution was selected as the immersion fluid with a mass fraction of 14%. Three commonly known consolidants for masonry relics were used to consolidate the sandstone sample after two dry and wet cycles and the clay brick sample after three dry and wet cycles. The three types of consolidants used were Paraloid B-72 (B-72), Tetraethyl orthosilicate (TEOS), and PS solution (PS). Consolidation with B-72 and TEOS are widely used in the restoration of architectural and cultural heritage, and their performance in this application is quite excellent 40 , 41 . PS is one of the most used consolidants for natural stones in the restoration of cultural heritage in China and the literature concerning its performance is quite abundant 42 , 43 . This research work builds upon previous studies that have examined the optimum ratio of consolidants 44 , and the properties of consolidants are shown in Table 2 .
Literature indicates that salt can produce irreversible damage to masonry artifacts 45 . In this research work the accelerating salt weathering test was performed on sandstone and clay brick samples. This was done in order to study the drilling resistance for different deterioration degrees.
Sandstone and clay brick deterioration samples are obtained through laboratory accelerated dry and wet cycling processes, and samples of the same group are obtained at approximately the same ultrasonic velocity. The dry and wet cycle experiments were carried out according to BS EN 12,370:2020 46 . The specific steps for a cycle are as follows (as shown in Fig. 2 ): (1) All the samples were first dried at 105°C to a constant weight (until the difference in mass within 24 h did not exceed 0.1% of the first weight). (2) After drying, the samples were cooled at room temperature for 2 h and then put into a Na 2 SO 4 solution at 20°C for immersion. The distance between each sample was at least 10 mm, the distance between the sample and the container wall was at least 20 mm, and the liquid level of the solution was at least 8mm above the upper surface of the sample. In addition, the container was sealed with parafilm to reduce evaporation of the solution. (3) After immersion in Na 2 SO 4 solution for 2 h, the test block was removed and put into a drying oven for 16 h. Before drying, the evaporating dish containing water was put into a drying oven and heated for 30 min in advance to maintain high humidity.
Dry and wet cycling process for the sandstone and clay brick samples.
A total of 8 samples each from sandstones (S1-S8) and clay bricks (B1-B8) were taken for dry and wet cycle experiments. After a certain number of dry and wet cycles were reached, the sandstone and clay brick samples were removed, washed with distilled water, and dried. The maximum number of dry and wet cycles is 8 for the sandstone samples and 15 for the clay brick samples.
After two dry and wet cycles, three sandstone samples (S6, S7, and S8) were taken for consolidation tests, and three clay brick samples (B6, B7, and B8) were taken for consolidation tests after three dry and wet cycles. Since the samples in the laboratory were quite small (the sandstone sample was 50 mm in diameter and the clay brick sample had a side length of 40 mm), to accurately control the uniform distribution of the consolidant on the surface of the consolidated materials, the consolidation method of dropwise infiltration with a dropper was used in this paper. The dosage of the consolidant is distributed evenly over the surface of the consolidated material. The consolidation steps were as follows: (1) A dropper was used to add 1 ml of consolidant uniformly to the sample surface, and then 1 ml was added again after all the consolidant had penetrated into the sample. The first consolidation was completed after the consolidated samples were placed in a room temperature environment for 3 days. (2) Subsequently, 2 ml of consolidant was added to the same surface again in the same way as in the first round of consolidation. The second consolidation was also completed after the consolidated samples were placed in a room temperature environment for 3 days. The drilling resistance was tested before consolidation and after completion of each consolidation, as shown in Fig. 3 .
Deteriorated sample consolidation process and drilling resistance test procedure.
Micro-drilling resistance testing method.
The operation principles of the DRMS (produced by SINT Technology Co. Ltd., Italy) used in this experiment are shown in Fig. 4 . Before drilling resistance testing starts, the instrument needs to be connected to the computer via a data cable with the penetration rate ( \(v\) ), revolution speed ( \(\omega\) ), and drilling depth ( \(h\) ) set in the corresponding "DRMS Cordless" software. During the drilling process, the instrument maintains a constant penetration rate and revolution speed to continuously measure the drilling resistance. The DRMS can visualize the output of real-time drilling resistance data and the drilling resistance-depth profile.
The components, operation principles, and operation processes of DRMS.
A carbide drill bit (BOSCH, CYL-2, produced by BOSCH, Co. Ltd., Germany) was used in this experiment, and its structure is shown in Fig. 5 . In addition, the DRMS is a very sensitive instrument, and its measurement data are affected by drilling parameter settings, drill diameter, etc 47 , 48 , 49 , 50 . To control variables, based on studies correlating drilling resistance values with drilling parameters and bit parameters 24 , 44 , carbide drill bits with a diameter of 5 mm are selected, and the instrument settings are \(v\) =10 mm/min, \(\omega\) =600 rpm, and \(h\) =10 mm. The drilling resistance data were acquired every 0.1 s. At the same time, to avoid the influence of drill bit wear on the drilling resistance, a new carbide drill bit was used for each drill hole in all the experiments. The samples were dried before drilling resistance testing.
DRMS and carbide drill bit used in the experiment: ( a ) Schematic of DRMS instrument; ( b ) carbide drill bit; ( c ) schematic structure of the carbide drill bit.
Moreover, to avoid the influence of neighboring drill holes and sample edges, drill holes were selected at a distance greater than 1 cm from the sample edge, and the distance between neighboring drill holes was not less than 1 cm. In addition, to assess the variability between the samples, drilling resistance tests were performed before deterioration and consolidation experiments. The deteriorated sample was tested only twice, before deterioration and after a specified number of deterioration cycles. The consolidated samples were tested only thrice, before consolidation, after the first consolidation, and after the second consolidation. Three parallel drillings for each test, each drilling can be obtained with 100 data points of drilling resistance versus drilling depth. The drilling resistance was averaged for three parallel drillings at the same drilling depth. Hence, each data of the drilling resistance-depth profile is the mean value obtained from three parallel drillings at the same drilling parameters.
The literature indicates that there is a correlation between the ultrasonic wave velocity and drilling resistance 8 , 9 . In this regard, primary wave and shear wave velocities were measured by an ultrasonic detector (Proceq Pundit PL-200, Proceq Trading Shanghai Co. Ltd., Shanghai, China) with input signals at frequencies of 54 and 250 kHz, respectively. The samples of sandstone (S1-S8) and clay brick (B1-B8) were subjected to testing for primary wave and shear wave velocities in a direction parallel to the drilling. Sandstone and clay brick samples were tested for ultrasonic wave velocity before each drilling resistance test. The testing steps are as follows: The transducer is uniformly coated with couplant and tightly attached to both ends of the sandstone or clay brick samples. The transmission time of the ultrasonic waves through the waveform graph on the ultrasonic detector was obtained and recorded as t , accurate to 0.1 \(\mu s\) , and 5 times in parallel to take the average value. According to the length ( \(l\) ) of each sample measured, the ultrasonic wave velocity can be calculated according to the ratio of length ( \(l\) ) to transmission time ( t ).
Figures 6 and 7 show the drilling resistance-depth profiles for sandstone samples after 2, 4, 6, 7, and 8 dry and wet cycles and the apparent variations in the samples with increasing deterioration cycle times. Initial experiments assumed a maximum of 10 cycles of the sandstone samples to obtain data at each two-cycle interval. However, at the end of the 7th cycle, the S-4 sample appeared to be visibly cracked (Fig. 6 d). By the end of the 8th cycle, the S-5 sample exhibited severe surface exfoliation (Fig. 6 e). The deterioration experiment was terminated after 8 dry and wet cycles to avoid serious deterioration of the samples, resulting in an irregular surface, which would affect the drilling resistance test.
Sandstone samples after dry and wet cycling experiments: ( a ) S-1 sample after 2 cycles; ( b ) S-2 sample after 4 cycles; ( c ) S-3 sample after 6 cycles; ( d ) S-4 sample after 7 cycles; and ( e ) S-5 sample after 8 cycles.
Drilling resistance-depth profiles of sandstone samples after different numbers of dry and wet cycles: ( a ) S-1 sample after 2 cycles; ( b ) S-2 sample after 4 cycles; ( c ) S-3 sample after 6 cycles; ( d ) S-4 sample after 7 cycles; ( e ) S-5 sample after 8 cycles; and ( f ) comparison of samples after different numbers of deterioration cycles.
As shown in Figs. 6 and 7 , after 2 cycles, the drilling resistance within 0–4.5 mm is slightly lower than that of the undeteriorated sandstone sample, and the drilling resistance in the 4.5–10 mm range is approximately the same as that of the undeteriorated sandstone sample. After 4 cycles, the drilling resistance is significantly lower within the 0–4 mm region than that for the undeteriorated samples. After 6 cycles, the drilling resistance significantly decreased as the range increased to 0–6 mm, and the drilling resistance within 0–0.6 mm was only 0.63 N. After 7 cycles, the depth range of complete deterioration is further extended, with only 1.04 N of drilling resistance in the 0–0.8 mm range. After 8 cycles, the drilling resistance-depth profile clearly changes, and the drilling resistance within 0–1.2 mm is only 1.26 N, indicating that this range has completely deteriorated.
Figures 8 and 9 show the drilling resistance-depth profiles for the clay brick samples after 3, 6, 9, 12, and 15 dry and wet cycles, respectively, and the apparent variations in the samples with increasing deterioration cycle times. At the end of the 3rd cycle, there was no clear variation in the appearance of the B-1 sample. At the end of the 6th and 9th cycles, slight granular exfoliation occurred at the corners of the clay bricks. By the end of the 12th cycle, the B-4 sample exhibited more severe granular exfoliation. After 15 deterioration cycles, the B-5 sample had a large area of missing.
Clay brick samples after dry and wet cycling experiments: ( a ) B-1 sample after 3 cycles; ( b ) B-2 sample after 6 cycles; ( c ) B-3 sample after 9 cycles; ( d ) B-4 sample after 12 cycles; and ( e ) B-5 sample after 15 cycles.
Drilling resistance-depth profiles of clay brick samples after different numbers of dry and wet cycles: ( a ) B-1 sample after 3 cycles; ( b ) B-2 sample after 6 cycles; ( c ) B-3 sample after 9 cycles; ( d ) B-4 sample after 12 cycles; ( e ) B-5 sample after 15 cycles; and ( f ) comparison of samples after different numbers of deterioration cycles.
As shown in Figs. 8 and 9 , after 2 cycles, the drilling resistance-depth profiles did not change significantly, with the drilling resistance slightly decreasing within 0–4 mm, and the drilling resistance in the 4–10 mm range was approximately the same as that of the undeteriorated clay brick sample. Afterward, as the deterioration time increases, the drilling resistance in the depth range of 0–4 mm continues to decrease, but the deterioration depth range does not change significantly.
To quantitatively analyse and evaluate the deterioration degree of sandstone and clay brick samples, a deterioration degree index ( \(K\) ) was proposed according to the results of drilling resistance testing from sandstone and clay brick samples before and after deterioration. \(K\) represents the rate of decrease in the average drilling resistance over the range of deterioration depths. The drilling depth on the drilling resistance-depth profile corresponding to the point at which the drilling resistance begins to stabilize is defined as the deterioration depth, as shown in Fig. 10 . The initial data with disturbances at drilling depths of 0–1 mm are removed from the calculation, and the calculation formula for \(K\) is shown in Eq. ( 1 ).
where \({DR}_{UD}\) is the average drilling resistance for undeteriorated samples (within the deterioration depth range) and \({DR}_{D}\) is the average drilling resistance for deteriorated samples (within the deterioration depth range).
Schematic of deterioration depth and calculation depth of drilling resistance ( \(K\) ): \({f}_{UD}(x)\) is the drilling resistance-depth profile of undeteriorated samples; \({f}_{D}(x)\) is the drilling resistance-depth profile of deteriorated samples; i is the drilling depth of the point where the drilling resistance begins to stabilize.
The drilling resistance data from deteriorated and undeteriorated samples can be obtained as drilling resistance-depth profiles \({f}_{UD}(x)\) and \({f}_{D}(x)\) . \({DR}_{UD}\) and \({DR}_{D}\) are the arithmetic mean of the drilling resistance-depth profiles \({f}_{UD}(x)\) and \({f}_{D}(x)\) respectively over a depth range from 1mm to i mm. Table 3 shows the calculation results of \(K\) for the sandstone and clay brick samples at different deterioration cycle times. The average drilling resistance values of the undeteriorated sandstone samples ranged from 26.87 to 28.66 N, and those of the undeteriorated clay brick samples ranged from 15.50 to 19.11 N. The uniformity of the drilling resistance was superior for the fine-grained sandstone samples, with a maximum difference of only 6.7%; while the maximum difference in the drilling resistance for clay brick samples was up to 23.29%, with a high degree of discreteness. Non-homogeneity within the clay brick sample, soft clay minerals approximately 20%, and hard minerals (such as SiO 2 ) may lead to high strength in the localized area of the drill hole. The occurrence of minerals with different hardness could enhance the fluctuations of drilling resistance. In addition, \(K\) gradually increases as the number of deterioration cycles increases, and the deterioration degree of the samples gradually increases. For the sandstone samples, a significant decrease in the drilling resistance occurred at the 4th and 7th cycles. The clay brick samples exhibited a visible decrease in drilling resistance after every three deterioration cycles. The rate of decrease in the drilling resistance with deterioration cycle time for the sandstone sample was significantly greater than that for the clay brick sample.
In addition, Table 3 shows that the deterioration depth in the sandstone samples increases with the number of deterioration cycles, and the thickness of the deteriorated layer increases from 3.9 to 7.4 mm, but at the 7th and 8th cycles, the thickness of the deteriorated layer was only approximately 5.5 mm. The thickness of the deteriorated layer fluctuates gradually from 3 to 4 mm in the clay brick samples, and the deterioration degree cannot be accurately determined from the deterioration depth data alone.
Figure 11 shows the experimental process for determining the consolidation effectiveness of the three types of consolidants (PS, B-72, and TEOS) for consolidating sandstone and clay brick samples. There is a clear difference in the penetration consolidation depth of the different types of consolidants. Figure 12 shows the drilling resistance-depth profiles for the sandstone and clay brick samples before and after consolidation for the three types of consolidants. The drilling resistance of the sandstone samples increased within 0–4.1 mm after consolidation with 2 ml of PS solution and further increased within 0–5.4 mm after consolidation with 4 ml of PS solution. Similarly, the drilling resistance of the sandstone samples increased within 0–3.6 mm after consolidation with 2 ml of B-72 solution and further increased within 0–5.4 mm after consolidation with 4 ml of B-72 solution. However, the drilling resistance-depth profiles of the sandstone samples exhibited little change after consolidation with 2 ml and 4 ml of TEOS solution. The drilling resistance of the clay brick samples increased within 0–1.8 mm after consolidation with 2 ml of PS solution and further increased within 0–3.1 mm after consolidation with 4 ml of PS solution. The clay brick samples exhibited a continuous increase in drilling resistance within 0–1.8 mm after consolidation with 2 and 4 ml of B-72 solution, while the increase in the second consolidation was greater. The drilling resistance-depth profiles of the clay brick samples also exhibited little change after consolidation with 2 and 4 ml of TEOS solution.
Sandstone and clay brick samples after consolidation with three types of consolidants.
Drilling resistance-depth profiles for sandstone and clay brick samples before and after consolidation with three types of consolidants: ( a ) S-6 sample consolidated with PS; ( b ) B-6 sample consolidated with PS; ( c ) S-7 sample consolidated with B-72; ( d ) B-7 sample consolidated with B-72; ( e ) S-8 sample consolidated with TEOS; ( f ) B-8 sample consolidated with TEOS.
To quantitatively analyse and evaluate the consolidation effectiveness of sandstone and clay brick samples, a consolidation effectiveness index ( \({R}_{c}\) ) was proposed according to the results of drilling resistance testing from sandstone and clay brick samples before and after consolidation. \({R}_{c}\) represents the increase rate of the average drilling resistance over the range of consolidation depths. The drilling depth on the drilling resistance-depth profile corresponding to the point at which the drilling resistance begins to coincide before and after consolidation is defined as the consolidation depth, as shown in Fig. 13 . The initial data with disturbances at drilling depths of 0–1 mm are removed from the calculation, and the calculation formula for \({R}_{c}\) is shown in Eq. ( 2 ).
where \({DR}_{UC}\) is the average drilling resistance of unconsolidated samples (within the consolidation depth range) and \({DR}_{C}\) is the average drilling resistance of consolidated samples (within the consolidation depth range).
Schematic of the consolidation depth and calculation depth of the consolidation effectiveness index ( \({R}_{c}\) ): \({f}_{UC}(x)\) is the drilling resistance-depth profile of unconsolidated samples; \({f}_{C}(x)\) is the drilling resistance-depth profile of consolidated samples; j is the drilling depth of the point where the drilling resistance tends to coincide before and after consolidation.
The drilling resistance data from consolidated and unconsolidated samples can be obtained as drilling resistance-depth profiles \({f}_{C}(x)\) and \({f}_{UC}(x)\) . \({DR}_{C}\) and \({DR}_{UC}\) are the arithmetic mean of the drilling resistance-depth profiles \({f}_{C}(x)\) and \({f}_{UC}(x)\) respectively over a depth range from 1 mm to j mm. Table 4 shows the calculation results of \({R}_{c}\) for sandstone and clay brick samples with different reinforcement consolidant types and dosages. After the first and second consolidations with the PS solution, the \({R}_{c}\) values of the sandstone samples were 12.51% and 30.12%, respectively, while the \({R}_{c}\) values of the clay brick samples were 15.66% and 33.33%, respectively. Similarly, after the first and second consolidations with the B-72 solution, the \({R}_{c}\) values of the sandstone samples were 33.42% and 32.54%, respectively, while the \({R}_{c}\) values of the clay brick samples were 14.29% and 45.24%, respectively. Therefore, both the PS and B-72 solutions reinforce the sandstone and clay brick samples; the greater the consolidant dosage used is, the greater the \(R_{c}\) and consolidation effectiveness are. However, after the first and second consolidations with the TEOS solution, the \(R_{c}\) values of the sandstone samples were 9.42% and -8.64%, respectively, while the \(R_{c}\) values of the clay brick samples were 6.18% and -11.17%, respectively. An increase in the consolidant dosage of TEOS instead decreased \(R_{c}\) , and the consolidation effectiveness was not satisfactory.
In addition, Table 4 and Fig. 14 shows that the consolidation depth increases with increasing consolidant dosage. However, the consolidation depth does not directly reflect the consolidation effectiveness. The consolidation depth was almost the same for the clay brick samples after the first and second consolidation cycles with the B-72 solution, but the R c increased from 14.29% to 45.24%.
Consolidation depth and \(R_{c}\) of the sandstone and clay brick samples after the first and second consolidation.
The deterioration depth can be determined by the drilling resistance values over a range of drilling depths 29 , 30 . This is also confirmed in the drilling resistance-depth profiles for sandstone and clay bricks in Figs. 7 and 9 . The drilling resistance-depth profile shows a continuously increasing tendency in the surface deterioration layer and stabilizes when the drill bit enters the fresh layer. However, the deterioration degree cannot be determined accurately from deterioration depth data alone (Table 3 ). The undeteriorated sandstone and clay brick samples also showed a continuously increasing trend within the 0–1 mm range, even though the surface of the samples had been polished. Similar observations have been reported in other studies, where the drilling resistance-depth profile always involves some initial data interference, and the drilling resistance data are meaningful only within the depth range after the drill bit has completely entered the material 51 , 52 . A carbide drill (BOSCH, CYL-2) with a V-shaped cross-section was used in the experiments, as shown in Fig. 5 . Before the front end of the drill bit enters the sample completely, the drilling resistance increases as the cross-sectional area of the drill bit increases, resulting in an increase within the 0–1 mm range of the undeteriorated samples. The inclusion of the data from 0 to 1 mm in the calculation will result in a lower calculated average drilling resistance than the true value. Therefore, when calculating \(K\) and \(R_{c}\) , the initial data with disturbances at drilling depths of 0–1 mm are removed from the calculation.
Regarding the calculation method of the average drilling resistance value, there is no uniform standard for the depth range chosen. Rodrigues and Costa proposed an average drilling resistance calculation method for low-strength mortars 53 . Based on a series of processes of segmenting, sorting, selecting, and averaging the data, the smallest 5 or 10 drilling resistance data points in each segment are ultimately selected to calculate the average value. Fernandes and Lourenço excluded the maximum or minimum drilling resistance data and then averaged the drilling resistance values 54 . Benavente et al. calculated average drilling resistances with data in a depth range of 0.5–25 mm 55 . Several researchers have directly calculated average drilling resistance values with data from the whole drilling depth range 56 . In this experiment, the drilling depth corresponding to the point at which the drilling resistance begins to stabilize is defined as the deterioration depth, and the initial data corresponding to disturbances at a drilling depth of 0–1 mm are removed from the calculation. In addition, the effect of deterioration depth and consolidation depth was taken into account when calculating the average drilling resistance value. The data within the deterioration depth ( i mm, Fig. 10 ) or consolidation depth ( j mm, Fig. 13 ) were selected for the calculation of the average drilling resistance value. Based on the variation in drilling resistance values, the deterioration degree index ( \(K\) ) is defined and calculated. The deterioration degree index ( \(K\) ) was compared with the weathering index ( F s ) proposed by WW/T 0063–2015 37 (shown in Eq. 3 ) and the dynamic elastic modulus loss rate ( \(\Delta E_{d}\) ) proposed by BS EN 12,371:2010 36 (shown in Eq. 4 ).
where \(V_{p0}\) is the primary wave velocity of the undeteriorated samples (m/s), \(\rho_{d}\) is the density of the samples (kg/m 3 ), \(V_{s}\) is the shear wave velocity of the deteriorated samples (m/s), and \(V_{p}\) is the primary wave velocity of the deteriorated samples (m/s).
Tables 5 and 6 show the primary wave velocity ( \(V_{p0}\) , \(V_{p}\) ), shear wave velocity ( \(V_{s0}\) , \(V_{s}\) ), average drilling resistance ( \(DR_{UD}\) , \(DR_{D}\) ) and dynamic elastic modulus ( \(E_{d0}\) , \(E_{d}\) ) of the samples before and after deterioration, as well as the loss rate of the dynamic elastic modulus ( \(\Delta E_{d}\) ), weathering index ( F s ) and weathering degree index ( \(K)\) of the samples after deterioration. The primary wave velocity, shear wave velocity, and average drilling resistance gradually decrease with increasing deterioration cycle time. The values of \(\Delta E_{d}\) , F s , and \(K\) gradually increase with the number of deterioration cycles, and the deterioration degree of the sandstone and clay brick samples gradually increases. The \(\Delta E_{d}\) of the sandstone samples reached 38.39% after the 8th deterioration cycle, and the \(\Delta E_{d}\) of the clay brick samples reached 47.07% after the 15th deterioration cycle; both of these values were in a state of extremely serious deterioration according to BS EN 12371:2010 36 (a sample is considered to experience extremely serious deterioration when \(\Delta E_{d}\) exceeds 30%).
Figure 15 shows the correlation between the deterioration degree index ( \(K\) ) and the dynamic elastic modulus loss rate ( \(\Delta E_{d}\) (%)) as well as the weathering indices ( F s ) of the sandstone and brick samples. \(K\) is linearly and positively correlated with both \(\Delta E_{d}\) and F s , with correlation coefficients for sandstone samples of 0.95 and 0.83, respectively, while the correlation coefficients for clay brick samples are 0.89 and 0.91, respectively, which further verifies the accuracy and reliability of \(K\) . Therefore, the deterioration degree of sandstone and clay brick samples can be evaluated by using the deterioration degree index ( \(K\) ) based on the average drilling resistance.
Correlations between the deterioration degree index ( \(K\) ) and the dynamic elastic modulus loss rate ( \(\Delta E_{d}\) ) and between the weathering indices ( F s ) of sandstone and clay brick samples: ( a ) correlation between \(K\) and \(\Delta E_{d}\) ; ( b ) correlation between \(K\) and F s .
The above results show that the dynamic elastic modulus loss rate ( \(\Delta E_{d}\) ) and the weathering index ( F s ) are strongly correlated with the deterioration degree index ( \(K\) ). Especially for the clay brick samples, the variation rates of \(K\) and \(\Delta E_{d}\) are similar. After the 15th deterioration cycle, the \(K\) and \(\Delta E_{d}\) of the clay bricks were 43.75% and 47.07%, respectively, with a difference of only 10%. Compared with obtaining the dynamic elastic modulus loss rate ( \(\Delta E_{d}\) ) by measuring the ultrasonic wave velocity, the deterioration degree index ( \(K\) ), which is based on the average drilling resistance and involves controlling factors, including the deterioration depth and the deterioration in the mechanical properties of materials, can reflect the deterioration degree of the samples more directly and accurately.
In addition, the rate of decrease in the drilling resistance with deterioration cycle time for the sandstone sample was significantly greater than that for the clay brick sample (Table 3 ). The clay brick has a high content of quartz (more than 60%) and exhibits a high level of uniaxial compressive strength. The low content of calcium minerals, like calcite and dolomite, indicates good resistance toward sulfates 57 . The clay brick has a relatively high level of both free water absorption (15.56%) and forced water absorption (19.05%). Moreover, the saturation coefficient (ratio of free water absorption to forced water absorption) of the clay brick is 0.82, smaller than the critical value of 0.9, suggesting that the clay brick has good water swelling resistance 58 . The greater vitrification at higher firing temperatures implies the formation of relatively larger pores. The clay bricks used in this paper are fired at high temperatures (1100 ℃). Crystallisation pressure would be much lower in larger pores where no restraint exists for the crystal growth, which indicates its good resistance towards salt crystallisation damage 57 . In contrast, the sandstone is mainly composed of fine sand (0.06–0.25 mm), which should dissolve faster than a coarse-grained rock due to its higher reactive surface area 59 . In addition, the sandstone has a high content of calcium minerals such as calcite (> 10%), which will accelerate the sulphate erosion process. These account for the differences in deterioration rates between the sandstone and the clay brick.
The deterioration depth and deterioration degree index ( \(K\) ), obtained from drilling resistance tests, can be used to determine the optimal consolidation depth and consolidant dosage on-site to achieve accurate conservation and restoration. It is feasible to investigate more accurate consolidation methods for different deteriorated parts in the same material. Further investigation of the optimal consolidation parameters for different materials at varying deterioration depths and degrees is necessary.
The drilling resistance-depth profile for the consolidated samples increases in the shallow surface depth range and then converges to coincide with the drilling resistance-depth profile for the unconsolidated samples (as shown in Fig. 12 ).
The drilling depth on the drilling resistance-depth profile corresponding to the point at which the drilling resistance begins to coincide before and after consolidation is defined as the consolidation depth. The consolidation effectiveness index ( \(R_{c}\) ) was proposed based on comparing variations in the average drilling resistance over a range of consolidation depths. The consolidation depth does not directly reflect the consolidation effectiveness (Fig. 14 ). The penetration distribution of the consolidant was not uniform (Fig. 11 ), even though dropwise infiltration with a dropper was used to maximize the uniformity of penetration. The alteration of material permeability before and after consolidation represents a significant factor influencing the consolidation depth. The mechanism of permeability properties of different materials influenced by different consolidants needs to be further investigated.
In addition, after the first and second consolidations with the TEOS solution, the increase in drilling resistance is concentrated in the 1–2 mm surface layer (as shown in Fig. 12 b and d). Similar observations regarding the concentration of consolidants on the surface can also be found in Valentini et al. 52 , which may be attributed to the insufficient permeability of the consolidant, as well as the evaporation and capillary action of the volatile components in the consolidant 60 . Furthermore, the porosity of the consolidated materials may prove to be a significant impediment to the consolidation depth achieved by the consolidants. In instances where the first consolidation is unable to fill the majority of surface pores, the second consolidation will preferentially fill the remaining surface pores, which may result in a lack of further increase in the consolidation depth. This phenomenon can be observed in the case of clay bricks consolidated by the B-72 solution, as illustrated in Fig. 14 . By comparing the variations in \(R_{c}\) , there is only a 2.6% difference between the first and second consolidations when the sandstone samples are consolidated with the B-72 solution. In contrast, the second consolidation showed a 216.6% increase in \(R_{c}\) over the first consolidation when the clay brick samples were consolidated with the B-72 solution. As the total porosity of the sandstone sample is 11.12%, which is much lower than the total porosity of the clay brick sample (32.35%), after the first consolidation with 2 ml of B-72 solution, the solute filled most of the pores; thus, the drilling resistance varied minimally in the second consolidation. The clay brick samples with a higher porosity exhibited a significant increase in \(R_{c}\) after the first and second consolidations, but the consolidation depths varied minimally.
The drilling resistance increased within the shallow surface layer of the samples consolidated with the PS solution and B-72 solution, and the drilling resistance increased within a wider range and magnitude as the dosage of consolidants increased. There was no visible variation in the drilling resistance-depth profiles of either the sandstone or clay brick samples after consolidation with the TEOS solution, and even after the second consolidation, a decrease in the drilling resistance was observed instead.
The dissociation products of PS solutions will result in electrostatic adsorption of metal cations on the clay particles of the sandstone and clay brick, which can alter the structure of the clay particles and form silico-aluminate reticulated colloids. In addition, the potassium ions of PS solutions will exchange and adsorb with particle debris in the sandstone and clay brick, which could make the dispersed particles aggregate into larger agglomerates and form an overall linkage 61 . These improve the drilling resistance of the material. Moreover, the PS solution has little effect on the permeability of the consolidation material 42 , 43 ; hence, the consolidation depth of the PS solution exhibited a significant increase after the second consolidation. B-72 solution is a synthetic resin and polymer material with a high strength and fast curing rate, widely used to conserve cultural relics 40 . Among the three consolidation materials, the sandstone and clay brick consolidated with B-72 solutions exhibited the most significant increase in drilling resistance.
It is widely recognized that the siloxane polymer generated by TEOS solution can strengthen the consolidated material 41 . Based on the hydrolysis of alkoxyl groups, TEOS solutions could connect dispersed particles with siloxane chains to consolidate and strengthen the deteriorated sandstone and clay brick. However, the TEOS solution in this experiment used anhydrous ethanol as the solvent (Table 2 ). The volatility of ethanol is pronounced at room temperature, and the rapid volatilisation is not conducive to the homogeneous dispersion and infiltration of the TEOS solution 61 . This may be a significant factor contributing to the limited increase in drilling resistance observed in the first consolidation by the TEOS solution. Furthermore, at the second consolidation by the TEOS solution, the drilling resistance exhibited a decrease, with \(R_{c}\) demonstrating a negative value. This phenomenon may be attributed to the siloxane polymer generated during the first consolidation, which has obstructed the downward seepage of the pore channels. Consequently, the second consolidation of the TEOS solution is unable to penetrate further (as evidenced by the almost identical consolidation depths of the two consolidation experiments in Table 4 ). Meanwhile, the siloxane polymers are transported to the material surface by the volatility of ethanol, forming a weaker layer of crust than the sandstone and clay brick. This ultimately results in a decrease in drilling resistance at the drill depth of 0–3 mm after the second consolidation, with a negative value for \(R_{c}\) .
These results suggest that the \(R_{c}\) based on the average drilling resistance could directly and accurately reflect the difference in consolidation effectiveness between the sandstone and clay brick samples with different consolidant types and dosages, which can provide an empirical reference for masonry relic reinforcement and restoration work.
Based on the micro-drilling resistance method, drilling resistance was tested and analysed for the sandstone and clay brick samples before and after deterioration, as well as before and after consolidation. Deterioration degree index ( \(K\) ) and consolidation effectiveness index ( \(R_{c}\) ), which are based on the drilling resistance, are proposed. The following conclusions can be drawn.
In comparison to the undeteriorated samples, a decrease in the drilling resistance was observed in the surface layer of the deteriorated samples, and the range and magnitude of the decrease increased with the number of dry and wet cycles. The deterioration depth can be identified from drilling resistance-depth profiles.
The deterioration degree index ( \(K\) ) based on the average drilling resistance of deterioration depth can accurately evaluate the deterioration degree of sandstone and clay brick samples. The deterioration degree index ( \(K\) ) was strongly correlated with the dynamic elastic modulus loss rate ( \(\Delta E_{d}\) ) and the weathering index ( F s ).
The consolidation effectiveness index ( \(R_{c}\) ) can directly and accurately evaluate the consolidation effectiveness of sandstone and clay brick samples with different consolidant types and dosages. The greater the amount of consolidant used is, the greater the increase in drilling resistance, but this increase can also be limited by the porosity of the consolidated material.
However, there are some challenges in field applications, for example, for non-homogeneous materials (e.g., mortar; heterogeneous constitution with hard constituents), drilling resistance-depth profiles have a wide range of floating values, which makes it difficult to define the deterioration depth and consolidation depth. The relationship between deterioration depth and deterioration degree, and between consolidation depth and consolidation effectiveness cannot be easily quantified. Further optimization should be explored in the application method of the deterioration degree index ( \(K\) ) and the consolidation effectiveness index ( \(R_{c}\) ).
Data is provided within the manuscript.
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In this study, Z.Z.J., Y.G.X., Z.Q., and W.F.Y. conceived of the study, designed the study, and carried out a field investigation. Z.Q. and W.F.Y. carried out the laboratory work and analysed the data. Z.Q. and W.F.Y. wrote the original manuscript. Z.Z.J. and Y.G.X. critically revised the manuscript.
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Zhang, Q., Yang, G., Zhang, Z. et al. Evaluation of deterioration degree and consolidation effectiveness in sandstone and clay brick materials based on the micro-drilling resistance method. Sci Rep 14 , 20693 (2024). https://doi.org/10.1038/s41598-024-71820-6
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DOI : https://doi.org/10.1038/s41598-024-71820-6
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I will sheepishly tell you that I set off the fire alarm in my office when I was preparing my morning ritual of avocado toast and didn’t notice that one of the slices touched an element in the toaster until I smelled smoke. It seems the smoke detector is very sensitive! Luckily it was early morning and only a few people had to evacuate the building. Then I had a quandary: Eat the toast or chuck it? That question was raised because I was familiar with the scientific literature that had assessed the risks of eating burned foods, particularly as it pertains to acrylamide, a purported carcinogen that forms when foods containing both carbohydrates and the amino acid asparagine are heated to temperatures that exceed about 120 C. Bread, essentially made of starch with small amounts of asparagine falls into that category.
When heated, some of the starch breaks down to release glucose, and proteins decompose to release amino acids to join the amino acids already present. Glucose and amino acids can then engage in what is known as the “Maillard reaction,” named after French chemist Louis Camille Maillard, who in 1912 described the reaction between sugars and amino acids that results in an array of compounds that give browned foods their distinctive flavour. When that amino acid is asparagine, the compound that forms is acrylamide, classified by the International Agency for Research on Cancer (IARC) as “a probable human carcinogen.” This is based on feeding large doses to animals and making an educated guess about the effect of smaller doses on humans.
Different science agencies make different guesses, varying from 25-195 micrograms, about the maximum amount that an adult can safely ingest every day. These are based on animal data, because obviously, humans cannot be fed different amounts of acrylamide and be monitored for decades to determine the incidence of cancer. The closest one can come are studies that follow the health status of groups of people who periodically fill out food frequency questionnaires from which acrylamide intake can be estimated. The majority of such studies have found no association with cancer.
Nevertheless, it is prudent to try to minimize exposure to any substance that causes cancer in animals, so we can take a look at acrylamide content of specific foods and compare it to the guesses for maximum recommended daily intake. When calculations are made taking all foods into account, an adult consumes a daily average of 30 to 40 micrograms, well below the average of the guesses. Potato chips and French fries are at the high end, with a serving containing about 50 micrograms. A serving of cereal has about 7 micrograms and a cup of coffee less than 1. And toast? That’s roughly 5 micrograms per slice. Burned toast would have more but still below the most stringent daily recommended intake of 25 micrograms.
Although the effect of acrylamide on humans is tenuous, researchers have investigated various methods to reduce exposure. An obvious goal is the reduction of asparagine that is present in foods that also contain sugars and free amino acids. If there is no asparagine, acrylamide cannot form. Asparaginase is an enzyme that catalyzes the conversion of asparagine to unreactive aspartic acid and can be isolated from a variety of fungi and bacteria. The common mold Aspergillus niger and a strain of E. coli are typical examples. Asparaginase added to flour should then be able to reduce the amount of acrylamide that forms when dough made from this flour is heated.
Italian researchers explored this possibility by looking at, what else, pizza. The amount of acrylamide in the final product was reduced by 50 per cent! Other scientists demonstrated a 90 per cent reduction of acrylamide in toast made from dough treated with asparaginase and a close to 60 per cent reduction in french fries from potatoes that had been soaked in an asparaginase solution.
Another attractive approach is to reduce the amount of asparagine that is naturally present in wheat and potatoes through genetic engineering. The production of asparagine in grains and potatoes requires the activity of several genes, suggesting that if these genes are silenced to some degree, the amount of asparagine is reduced. Two possibilities arise: Either prevent the genes from giving the signal that triggers the production of asparagine, or remove these genes from the wheat or potato’s DNA.
The first can be accomplished by RNA silencing. The message to produce asparagine involves transferring the information needed for its formation from DNA in the cell’s nucleus to messenger RNA (mRNA) that then uses this information to direct the cell to make asparagine. In 2006, Andrew Fire and Craig Mello were awarded the Nobel Prize in Physiology or Medicine for discovering that short strands of RNA that can be synthesized in the lab can bind to and inactivate a specific mRNA. This technology has already been used to develop potatoes that reduce the potential formation of acrylamide. Since no foreign genes are introduced, there is no labeling requirement. Interestingly, french fry marketers have not jumped to promote their use of such potatoes because it would suggest that the fries they were selling before had an element of risk.
For wheat, the technology that holds promise is based on a tool, CRISPR/Cas9, that garnered the Nobel Prize in Chemistry for Emmanuelle Charpentier and Jennifer Doudna in 2020. This is usually described as a type of “molecular scissors,” allowing for specific genes, such as the ones responsible for producing asparagine, to be edited out from DNA. Again, no foreign genes are introduced. Professor Nigel Halford at the Rothamsted Research Center in the UK has used the CRISPR/Cas9 technique to develop wheat that has a greatly reduced asparagine content. The research has emerged from the laboratory into field trials that have demonstrated that the technology works.
There is no question that the methods to reduce our intake of acrylamide through these technologies are of significant academic interest. However, their practical significance is questionable, given that the evidence of acrylamide being a human carcinogen is less than compelling. The average Canadian adult consumes about 25 micrograms of acrylamide a day, an amount that, even by the strict standards of the European Food Safety Association’s and California Proposition 65, is not a problem.
Now back to my burned toast. Knowing that I wouldn’t be consuming anything further that day with any significant acrylamide content such as chips or French fries, I scraped off the black stuff, spread the slice with avocado and ate it. But I am now more careful not to burn my toast. And more importantly limit my consumption of chips and French fries.
@JoeSchwarcz
Serotonin syndrome: too much of a “good thing” 6 sep 2024.
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Research on reverse osmosis (ro)/nanofiltration (nf) membranes based on thin film composite (tfc) structures: mechanism, recent progress and application.
2. mechanism of pa layer formation, 3. modification methods and latest research progress, 3.1. application of new monomers, 3.2. modification of two-phase solution, 3.3. new modification methods, 4. application, 4.1. applications in different fields, 4.1.1. treatment of industrial wastewater, 4.1.2. desalination, 4.1.3. micropollutant, 4.1.4. resource recovery, 4.2. membranes module, 4.3. membrane fouling and damage, 4.3.1. membrane fouling, 4.3.2. membranes damage, 5. conclusions, author contributions, institutional review board statement, informed consent statement, conflicts of interest.
Click here to enlarge figure
Type | Name | Framework | Operating Condition | Performances | Ref. |
---|---|---|---|---|---|
amine monomer | m-Phenylenediamine (MPD) | 1.5 MPa, 25 °C 2000 ppm NaCl | 45–60 L/m h 98.8% | [ ] | |
piperazine (PIP) | 3.5 bar, 500 mg/L MgSO | 14.3 (L/m hbar) (98.6%) | [ ] | ||
Tris(2-aminoethyl)amine (TAEA) | 1.0 MPa, 25 ℃ 2000 ppm | 135.9 (L/m h) S / = 25.94 | [ ] | ||
1,3,5(Tri-piperazine)-triazine (TPT) | 100 psi, 25 ± 1 °C 2000 ppm MgSO | 8.68 (L/m hbar) 98.6% | [ ] | ||
m-phenylenediamine-5-sulfonic acid (SMPD) | 15 bar, 2000 ppm, NaCl | 30.0–55.7 (L/m hbar) 47–94% | [ ] | ||
1,3cyclohexanebis(methylamine) (CHMA) | 10 bar, 2000 ppm, NaCl | 56 (L/m hbar) 77% | [ ] | ||
Chloride monomer | Trimesoyl chloride (TMC) | 1.6 MPa, 25 °C 2000-ppm NaCl | 3.31 ± 0.10(L/m hbar) 99.3 ± 0.1% | [ ] | |
terephthaloyl chloride (TPC) | 10 bar, 25 °C | 7.64 ± 0.1 (L/m hbar) | [ ] | ||
5-isocyanato-isophthaloyl chloride (ICIC) | 1.55 MPa, 25 °C NaCl | ---- | [ ] | ||
5-chloroformyloxy-isophthaloyl chloride (CFIC) | 1–3 MPa 25 °C 500–8000 mg/L NaCl | 20 (L/m h) 50.2% | [ ] | ||
3,4′,5-biphenyl triacyl chloride (BTRC) | 20 bar, 2000 ppm, NaCl | 33 (L/m h) 98.9% | [ ] | ||
3,3′,5,5′-biphenyltetraacyl chloride (BTEC) | 55 bar, 32,800 ppm, NaCl | 30.2–48.3 (L/m h) 99.3–99.7% | [ ] |
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Geng, H.; Zhang, W.; Zhao, X.; Shao, W.; Wang, H. Research on Reverse Osmosis (RO)/Nanofiltration (NF) Membranes Based on Thin Film Composite (TFC) Structures: Mechanism, Recent Progress and Application. Membranes 2024 , 14 , 190. https://doi.org/10.3390/membranes14090190
Geng H, Zhang W, Zhao X, Shao W, Wang H. Research on Reverse Osmosis (RO)/Nanofiltration (NF) Membranes Based on Thin Film Composite (TFC) Structures: Mechanism, Recent Progress and Application. Membranes . 2024; 14(9):190. https://doi.org/10.3390/membranes14090190
Geng, Huibin, Weihao Zhang, Xiaoxu Zhao, Wei Shao, and Haitao Wang. 2024. "Research on Reverse Osmosis (RO)/Nanofiltration (NF) Membranes Based on Thin Film Composite (TFC) Structures: Mechanism, Recent Progress and Application" Membranes 14, no. 9: 190. https://doi.org/10.3390/membranes14090190
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