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Record W3014382027 · doi:10.1016/j.jrmge.2019.07.017

Water-induced softening behavior of clay-rich sandstone in Lanzhou Water Supply Project, China

2020· article· en· W3014382027 on OpenAlexaff
Muhammad Usman Azhar, Hui Zhou, Fanjie Yang, Adnan Younis, Xinjing Lu, Yijun Geng

Bibliographic record

VenueJournal of Rock Mechanics and Geotechnical Engineering · 2020
Typearticle
Languageen
FieldEngineering
TopicTunneling and Rock Mechanics
Canadian institutionsUniversity of Calgary
FundersNational Key Research and Development Program of ChinaNatural Science Foundation of Hubei ProvinceChinese Academy of SciencesThe World Academy of SciencesNational Natural Science Foundation of China
KeywordsDurabilitySofteningGeotechnical engineeringSaturation (graph theory)GeologyMontmorilloniteScanning electron microscopeElastic modulusMineralogyMaterials scienceComposite material

Abstract

fetched live from OpenAlex

The strength of clay-rich sandstone decreases significantly when in contact with water due to softening effects. This scenario can pose a severe threat to the stability of water diversion tunnels during construction and operation periods. To address the issues related to water-induced softening in clay-rich sandstone zones in a water diversion tunnel of Lanzhou Water Supply Project, the microscopic and micromechanical variations of rocks due to increasing water content in two different zones i.e. zones A and B, were determined by various testing methods, such as X-ray diffraction (XRD), scanning electron microscopy (SEM), thin section microscopy, micro-indentation test, sonic velocity test, and slake durability test. The microscopic analysis confirms the presence of montmorillonite mineral which is the dominant problematic geomaterial in engineering application. The integrity and durability of clay-rich sandstone were determined with sonic velocity and slake durability tests to calibrate the results obtained by the micro-indentation test. It shows that the elastic modulus and hardness of clay-rich sandstone decrease with the increase of saturation time, up to 144 h, which is more significant and rapid during early stage of saturation. After 144 h of saturation, the elastic modulus decreases by 89% and 97%, and the hardness decreases by 89% and 99% for zones A and B sandstones, respectively. The results of slake durability and sonic velocity indicate that zone A sandstone remains 56.19% durability after 144 h of saturation, while zone B sandstone loses its durability merely after 72 h of saturation. The clay-rich sandstone starts to dissolve in water when the saturation time exceeds 144 h. The significant decreases in strength and durability of clay-rich sandstone due to water-induced softening are serious threats to tunnel stability. The improvements in the strength of surrounding rock mass by grouting and permeability by installation of drainage galleries can reduce the damage caused by water-induced softening.

Fetched live from OpenAlex and de-inverted. Abstracts are not stored in this database: the inverted indexes are 8.6 GB of the frame’s 9.3 GB of text, and the host has 13 GB free.

How this classification was reachedexpand

Full frame machine prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. The Gemma side is a direct model label for every work in the frame, read from the title-only record. The Codex side is a classifier learned from the 10,348 direct Codex labels and calibrated to design-weighted sample rates; fields without enough sample support carry no Codex call. Candidate is the union of the two sides; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.000
Version: metacan-v3-hybrid-931329e0061cValidation status: machine_predicted_unvalidated
Candidate categoriesnone
Consensus categoriesnone
DomainCandidate signal: none · Consensus signal: none
Study designCandidate signal: Bench or experimental · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.042
Threshold uncertainty score0.084

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0000.000
Meta-epidemiology (narrow)0.0000.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.001
Science and technology studies0.0010.000
Scholarly communication0.0000.000
Open science0.0000.000
Research integrity0.0000.000
Insufficient payload (model declined to judge)0.0010.000

Machine scores (provisional)

The two teacher heads of the student model, read on this work. A score orders the frame for review; it never asserts a category, and the validation status ships verbatim with every row.

Baseline scores from an immature model (maturity gate not passed, 7 training rounds). Scores rank; they never assert a category.

Opus teacher head0.011
GPT teacher head0.207
Teacher spread0.197 · how far apart the two teachers sit on this one work
Validation statusscore_only:v0-immature-baseline · verbatim from the scoring run: score_only means the number may rank works, and no category label ships from it

Classification

machine, unvalidated

Machine predicted; a candidate call from one source (direct Gemma or distilled Codex), not a consensus.

The models applied no category: nothing in the taxonomy fit this work.
Study designBench or experimental
Domainnot available
GenreEmpirical

How this classification was reached, model by model and score by score, is at the end of the page under "How this classification was reached".

Quick stats

Citations47
Published2020
Admission routes1
Has abstractyes

Explore more

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