Load-deformation Analysis of a Pile in Expansive Soil upon Infiltration
Bibliographic record
Abstract
Piles are widely used as foundations in regions with expansive soil deposits to safely carry loads from the superstructure to the soil without undergoing unacceptable deformations.These foundations are typically designed assuming that that the soil is in a state of saturated condition extending conventional soil mechanics principles.However, the soil surrounding the pile in expansive soils is typically in an unsaturated state.Due to this reason, the mechanical behaviour of the pile is significantly influenced by matric suction.In this paper, the pile load transfer model proposed by Zhang and Zhang (2012) is modified by taking account of the influence of matric suction on the pile-soil interface shear strength for estimating the load-deformation behaviour.In addition, an algorithm is developed for estimating the load-deformation analysis of a single pile in expansive soils, taking account of infiltration conditions.An example problem is presented for highlighting the influence of infiltration on the load settlement behavior of a single pile in Regina clay, which is a typical expansive soil from Canada.
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How this classification was reachedexpand
Full frame machine prediction
Teacher imitationNot calibrated prevalence, not ground truth. Human validation pending. The Gemma side is a direct model label for every work in the frame, read from the title-only record. The Codex side is a classifier learned from the 10,348 direct Codex labels and calibrated to design-weighted sample rates; fields without enough sample support carry no Codex call. Candidate is the union of the two sides; consensus is their intersection. These outputs are machine_predicted_unvalidated and are not human labels.
Distilled classifier scores by category (both heads)
| Category | Codex | Gemma |
|---|---|---|
| Metaresearch | 0.000 | 0.000 |
| Meta-epidemiology (narrow) | 0.000 | 0.000 |
| Meta-epidemiology (broad) | 0.000 | 0.000 |
| Bibliometrics | 0.000 | 0.000 |
| Science and technology studies | 0.000 | 0.001 |
| Scholarly communication | 0.000 | 0.000 |
| Open science | 0.000 | 0.000 |
| Research integrity | 0.001 | 0.000 |
| Insufficient payload (model declined to judge) | 0.001 | 0.000 |
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.
score_only:v0-immature-baseline · verbatim from the scoring run: score_only means the number may rank works, and no category label ships from itClassification
machine, unvalidatedMachine predicted; a candidate call from one source (direct Gemma or distilled Codex), not a consensus.
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".