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Record W1997097447 · doi:10.1139/t01-056

Evaluation of ground and building settlement near braced excavation sites by model testing

2001· article· en· W1997097447 on OpenAlex
Jeong Woo Seok, Oon Young Kim, Choong Ki Chung, Myoung Mo Kim

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 · 2001
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Analysis
Canadian institutionsnot available
Fundersnot available
KeywordsExcavationSettlement (finance)Geotechnical engineeringFoundation (evidence)GeologyEngineeringGeographyArchaeology

Abstract

fetched live from OpenAlex

Braced excavations inevitably result in deformation of the adjacent ground and settlement of adjacent buildings behind the wall. Building settlement is believed to exceed the amount of associated ground settlement because of the additional settlement under building weight. This is due to a decrease in stiffness of the foundation soil that is caused by lateral movement of the excavation face. To quantify the amount of building settlement, model testing was conducted to determine the magnitude of the additional settlement due to the structure and the effect of varying the building's depth in the ground and of its distance away from the excavation wall. The building's settlement, when at ground level, was found to be up to 500% more than that of ground with no structure on it. This is for the case when the building's centroid on the ground surface is located within Rankine's active zone. When the building was embedded in the ground the degree of additional settlement decreases very rapidly, becoming negligible if the building is embedded at more than one half of the excavation depth. Additional model testing was conducted to estimate the extent of the soil improvement zone required to protect structures adjacent to an excavation. From the model testing results, soil improvement should be performed to reduce building settlement when the building's centroid is located in the excavation influence zone. The zone for this soil improvement is determined by setting the distance away from the excavation wall to be equal to the depth of the excavation.Key words: braced excavations, model testing, ground settlement, additional settlement volume, angular distortion, soil improvement.

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)0.001
metaresearch head score (Gemma)0.001
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 score0.207
Threshold uncertainty score0.560

Codex and Gemma teacher scores by category

CategoryCodexGemma
Metaresearch0.0010.001
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 head0.028
GPT teacher head0.240
Teacher spread0.211 · 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