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Record W4409799985 · doi:10.11159/icgre25.214

Comparison of Different Methods for Conducting Multistage Direct Shear Tests

2025· article· en· W4409799985 on OpenAlexvenueno aff
María José Toledo Arcic

Bibliographic record

VenueProceedings of the World Congress on Civil, Structural, and Environmental Engineering · 2025
Typearticle
Languageen
FieldEngineering
TopicStructural Health Monitoring Techniques
Canadian institutionsnot available
FundersBundesministerium für Bildung und Forschung
KeywordsShear (geology)Computer scienceDirect shear testGeologyMaterials sciencePetrology

Abstract

fetched live from OpenAlex

Large-scale direct shear tests are frequently used to determine the shear strength of coarse-grained or mixed-grained soils.Standard practice requires carrying out at least three singlestage tests, each at a different normal stress on a new specimen.Although this ensures reliable shear parameters, it demands considerable material volume and lengthy testing times.As an alternative, multistage direct shear testing applies multiple shear phases to a single specimen, significantly reducing sample volume and laboratory time.However, each additional shear phase may alter the soil structure and affect subsequent peak shear strengths, especially in dense or overconsolidated soils.This study systematically compares singlestage and multistage direct shear tests on a mixed-grained soil with high gravel content.Five distinct multistage methods (MSA-MSE) were evaluated, varying in shear displacement and normal stress reset conditions.Specimens were compacted to medium-dense to dense conditions with water contents close to the optimum value determined by the standard Proctor test.Comparisons of the defined secant slope 10-50 (calculated between 10% and 50% of the peak shear stress), the dilation angle, peak shear strength, and shear parameters (friction angle and cohesion) highlight how methodological differences influence the choice of testing method.The results reveal that methods involving full shear displacement reset between stages (MSB and MSC) provide shear strength parameters closely matching those from singlestage tests.In contrast, methods without full reset (MSA and MSD) or with reversed loading sequences (MSE) produced lower peak shear strengths and distorted shear parameters due to cumulative disturbance or induced overconsolidation.These findings highlight the essential role of controlling both displacement history and loading sequence to ensure reliable parameter interpretation in multistage testing.

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 distilled prediction

Teacher imitation

Not calibrated prevalence, not ground truth. Human validation pending. Learned from the 10,348 direct Codex labels and 10,348 direct Gemma labels. Candidate is the union of thresholded teacher heads; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels or direct frontier model labels.

metaresearch head score (Codex)0.000
metaresearch head score (Gemma)0.000
Version: codex-gemma-dda1882f352aValidation 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 score0.075
Threshold uncertainty score0.929

Codex and Gemma teacher scores by category

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

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 head0.024
GPT teacher head0.328
Teacher spread0.304 · 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 teacher head, 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

Citations2
Published2025
Admission routes1
Has abstractyes

Explore more

Same venueProceedings of the World Congress on Civil, Structural, and Environmental EngineeringSame topicStructural Health Monitoring TechniquesFrench-language works237,207