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Record W2089487018 · doi:10.1139/t03-066

Inherent anisotropic stiffness of weathered geomaterial and its influence on ground deformations around deep excavations

2004· article· en· W2089487018 on OpenAlex

Why this work is in the frame

A frame that forgets how it found something cannot be audited. These are the routes that admitted this work.

venuePublished in a venue whose home country is Canada.
no affNo Canadian affiliation: this work is invisible to an affiliation-only frame.
No Canadian affiliation. An affiliation-only frame, the usual design, would never have seen this work. It is one of the works that make the case for inverting the frame.

Bibliographic record

VenueCanadian Geotechnical Journal · 2004
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Underground Structures
Canadian institutionsnot available
FundersHong Kong University of Science and Technology
KeywordsAnisotropyStiffnessGeotechnical engineeringGeologyIsotropyDeflection (physics)Shear (geology)Shear modulusModulusMaterials scienceComposite materialPetrology

Abstract

fetched live from OpenAlex

The shear modulus G 0 at very small strain (0.001% or less) is an important parameter for predicting ground movements of many geotechnical structures. Recent advances in laboratory testing enable the measurement of shear moduli in different planes of a soil specimen for the evaluation of stiffness anisotropy. Most studies of stiffness anisotropy have been conducted on sedimentary soils and clean sands, and the anisotropic stiffness of weathered material has not yet been fully investigated. In this study, the degree of inherent stiffness anisotropy of completely decomposed tuff (CDT) was evaluated through multidirectional shear wave velocity measurements using bender elements. Tests were performed on both natural (undisturbed) Mazier and block samples and the results were compared. CDT clearly exhibits inherent stiffness anisotropy, with a stiffness ratio between the shear modulus in the horizontal and vertical planes (G hh /G hv ) ranging from 1.26 to 1.36. The stiffness parameters derived from the laboratory tests were utilized in numerical analysis of the influence of the inherent stiffness anisotropy on ground deformations around a hypothetical but typical multipropped deep excavation. For the given soil models and parameters used, the maximum computed wall deflection and ground settlement due to the pumping of groundwater prior to any excavation were 8% and 19% greater, respectively, than those of an isotropic analysis. The maximum wall deflection and ground settlement because of the combined effects of the pumping and recharging of groundwater inside the site and the subsequent multistage excavations were 15% and 10%, respectively, less in the anisotropic analysis.Key words: inherent anisotropic stiffness, shear modulus, excavation, ground movement, volcanic soil, weathered material.

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.

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: Simulation or modeling · Consensus signal: Simulation or modeling
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.557
Threshold uncertainty score0.736

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 head0.008
GPT teacher head0.196
Teacher spread0.189 · 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