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Record W2795481369 · doi:10.11159/icgre18.142

Interference of Square Footings on Geocell Reinforced Clay Bed:Experimental and Numerical Studies

2018· article· en· W2795481369 on OpenAlexvenueno aff
Akash Gupta, Gulshan K. Lakshman, T. G. Sitharam

Bibliographic record

VenueProceedings of the World Congress on Civil, Structural, and Environmental Engineering · 2018
Typearticle
Languageen
FieldEngineering
TopicGeotechnical Engineering and Soil Stabilization
Canadian institutionsnot available
Fundersnot available
KeywordsGeotechnical engineeringSquare (algebra)GeologyMaterials scienceMathematicsGeometry

Abstract

fetched live from OpenAlex

When the building foundations are to be constructed close to each other, either due to less availability of space for the construction or due to plot boundaries force the designer to place the footings nearby each other. When footings are placed close to each other with similar soil conditions, the ultimate or allowable bearing capacity of footings may change due to the interference effect of the failure surface in the soil. The Interference of the two closely spaced footings is a phenomenon that is observed when two footings are closely spaced. Current study illustrates the effect of interference on closely spaced square footings in geocell-reinforced clay beds using model tank experiment and 3-Dimensional numerical modeling simulations. Experimental results suggest that with increase in the clear spacing interference decreases and after 2B spacing between the footings the interference effects are almost zero (B=Width of the footing). The interference effect is quantified as Interference Factor, IF and is defined as ratio of ultimate bearing pressure of an interfering footing to that of an isolated footing. Maximum Interference Factor of about 1.5 is observed when spacing between footings/width of footing ratio was 0.5. whereas in case of un-reinforced clay, and in the case of geo-cell reinforced clay, ultimate bearing pressure was found to be about 4 times than un-reinforced isolated footing. Due to applied stress, there is increase in confinement pressure below the interfering footings at shallow depths, which in turn is due to the interaction between the failure zones of interfering footings that which increases bearing capacity. To this end, FLAC 3D (Fast Lagrangian Analysis of Continua in 3 Dimensions) models were developed and numerical simulations have been carried out with detailed parametric analysis-after validating results with the model experiments.

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 score0.146
Threshold uncertainty score0.828

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 head0.206
Teacher spread0.198 · 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

Citations6
Published2018
Admission routes1
Has abstractyes

Explore more

Same venueProceedings of the World Congress on Civil, Structural, and Environmental EngineeringSame topicGeotechnical Engineering and Soil StabilizationFrench-language works237,207