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Record W4285144089 · doi:10.25103/jestr.151.21

New Testing Device for the Grouting Reinforcement Performance of Fractured Rocks

2022· article· en· W4285144089 on OpenAlexaff
Qinjie Li, Benniu Wu, Qiang Fu, Qiang Chen, Feiyue Liu

Bibliographic record

VenueJournal of Engineering Science and Technology Review · 2022
Typearticle
Languageen
FieldEngineering
TopicGrouting, Rheology, and Soil Mechanics
Canadian institutionsMcMaster University
FundersAnhui University of TechnologyAnhui University
KeywordsReinforcementGeotechnical engineeringGeologyPetroleum engineeringMining engineeringEngineeringStructural engineering

Abstract

fetched live from OpenAlex

In the existing studies on fractured rocks, specimens are prepared by using similar materials or rock fractures are prefabricated, and the weak parts of rock specimens themselves cannot be reflected. Grouting reinforcement tests fail to accurately simulate the influence of the weak plane characteristics of real joints in rocks breaking under a certain stress on the grouting reinforcement effect. However, the grouting effect can be evaluated by comparing the rupture energy of grouting specimens to solve the unreasonable grouting evaluation parameters. In this study, a new testing device for the grouting reinforcement performance of fractured rocks was designed. Multigroup grouting experiments were conducted on multiple real fractured rock specimens in accordance with different grouting parameters to explore the influences of primary rock strength, grouting material, and grouting pressure on the grouting effect. The grouting effect was evaluated by comparing the rupture energy before and after grouting. Results demonstrate that the improvement of postgrouting strength is positively correlated with the improvement of primary rock strength. The grouting effect was affected by the strength of grouting materials, that is, the higher strength of grouting materials contributed to more evident improvement of the mechanical properties of grouted rocks compared with those before grouting. When rocks with the same lithologies were grouted, a high grouting pressure promoted the bonding between slurry and rock fracture plane. The slurry was fully diffused in gaps to form a solid grouting body so that the overall stability of broken rock specimens was strengthened, and the consolidation surface of fracture plane was more stable. The proposed designed testing provides a good equipment to complete the grouting effect test and serves as a technical guide in field engineering.

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)0.001
metaresearch head score (Gemma)0.001
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: Bench or experimental
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.001
Threshold uncertainty score0.006

Distilled classifier scores by category (both heads)

CategoryCodexGemma
Metaresearch0.0010.001
Meta-epidemiology (narrow)0.0010.000
Meta-epidemiology (broad)0.0000.000
Bibliometrics0.0010.000
Science and technology studies0.0000.000
Scholarly communication0.0000.001
Open science0.0010.001
Research integrity0.0010.000
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 head0.014
GPT teacher head0.228
Teacher spread0.215 · 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

Citations1
Published2022
Admission routes1
Has abstractyes

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