E1/E2 int64 2 1k | p int64 25 75 | alfamax float64 0.07 0.84 |
|---|---|---|
2 | 25 | 0.84 |
2 | 50 | 0.78 |
2 | 75 | 0.71 |
3 | 25 | 0.79 |
3 | 50 | 0.7 |
3 | 75 | 0.59 |
5 | 25 | 0.76 |
5 | 50 | 0.61 |
5 | 75 | 0.46 |
10 | 25 | 0.66 |
10 | 50 | 0.47 |
10 | 75 | 0.3 |
100 | 25 | 0.46 |
100 | 50 | 0.29 |
100 | 75 | 0.11 |
1,000 | 25 | 0.42 |
1,000 | 50 | 0.26 |
1,000 | 75 | 0.07 |
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Check out the documentation for more information.
This dataset corresponds to the paper:
A simple method to predict elastic settlements in foundations resting on two soils of differing deformability E. Díaz & R. Tomás (2015) https://doi.org/10.1080/19648189.2015.1035806
The dataset contains data from finite element models used to develop and validate a method to predict elastic settlement of foundations on two soils with different deformability.
Models consider foundation geometry, soil contact percentage, and ratio of elastic moduli. Data were used to define the settlement reduction factor (α) and a predictive expression with maximum errors below 1.57%.
For details on variables and methodology, see the original paper. If you use this dataset, cite the publication.
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