A limit equilibrium solution for bearing capacity of strip foundations on sand
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Bibliographic record
Abstract
A limit equilibrium analysis is used in this paper to obtain the bearing capacity of a strip foundation on sand. Bearing capacity factors N q and N γ are determined for a practical range of friction angles, using a minimization procedure. The dilatancy angle Ψ of the sand coupled with the apparent friction angle ϕ allows the use of a modified friction angle ϕ*, which is in turn employed in the analysis. Comparisons with previous published data indicate that the proposed analysis gives adequate results. It is also shown that consideration of a dilatancy angle Ψ < ϕ leads to a bearing capacity value that is lower than that obtained for the case with Ψ = ϕ.Key words: limit equilibrium, bearing capacity, sand, dilatancy, strip footing, N q and N γ factors.
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Full frame distilled prediction
Teacher imitationNot 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.
Codex and Gemma teacher scores by category
| 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 | 0.000 |
| Scholarly communication | 0.000 | 0.000 |
| Open science | 0.000 | 0.000 |
| Research integrity | 0.000 | 0.000 |
| Insufficient payload (model declined to judge) | 0.000 | 0.000 |
Machine scores (provisional)
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Baseline scores from an immature model (maturity gate not passed, 7 training rounds). Scores rank; they never assert a category.
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