MétaCan
Menu
Back to cohort
Record W1865806178 · doi:10.1139/t2012-095

Excavation effects on pile behaviour and capacity

2012· article· en· W1865806178 on OpenAlexvenueno aff
Gang Zheng, Peng Si, Charles Wang Wai Ng, Yu Diao

Bibliographic record

VenueCanadian Geotechnical Journal · 2012
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Soil Mechanics
Canadian institutionsnot available
FundersNational Key Research and Development Program of ChinaNational Natural Science Foundation of China
KeywordsPileCentrifugeGeotechnical engineeringExcavationDilatantStiffnessDynamic load testingStress (linguistics)Stress reliefEngineeringStructural engineeringGeologyMaterials scienceComposite material

Abstract

fetched live from OpenAlex

Pile load tests are often carried out at the ground surface, prior to a basement excavation. The effects of stress relief due to excavation on pile stiffness and capacity are not considered. In this paper, a series of centrifuge model tests in dry sand are reported to investigate pile behaviour with and without simulating excavation effects. In-flight load tests on 10 instrumented single piles were carried out both at the ground surface and at the formation level after excavation. The effects of distinct pile–soil interfaces on pile behaviour are studied. The test results show that the capacity of a low-friction pile (a pile with a nondilatant interface) subjected to excavation is reduced by 16%–20% when different failure criteria are adopted. The reduction is due to a decrease in shaft resistance, which is proportional to the magnitude of stress relief resulting from excavation. The angle of friction mobilized at the ultimate state is the same for piles with and without stress relief. For a high-friction pile (a pile with a dilatant interface), however, capacity of the pile subjected to stress relief increases by 22%–44%. This results from an increase in shaft resistance, due to the higher magnitude of dilation of the interface soil when stress relief is induced by excavation. The governing mechanism of shaft resistance for a high-friction pile is distinct from that for a low-friction pile.

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: Simulation or modeling · Consensus signal: none
GenreCandidate signal: Empirical · Consensus signal: Empirical
Teacher disagreement score0.444
Threshold uncertainty score0.646

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 integrity0.0000.001
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 head0.009
GPT teacher head0.179
Teacher spread0.170 · 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 designSimulation or modeling
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

Citations51
Published2012
Admission routes1
Has abstractyes

Explore more

Same venueCanadian Geotechnical JournalSame topicGeotechnical Engineering and Soil MechanicsFrench-language works237,207