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| Unit | Benchmark | D-FLOW SLIDE | Relative error |
|---|---|---|---|---|
Fictive channel depth (Hr) | [m] | 21.571 | 21.571 | 0.00 % |
Fictive slope (cotan αr) | [-] | 10.500 | 10.500 | 0.00 % |
Probability of liquefaction | [-] | Not checked | ||
β | [-] | 3.749 | 3.749 | 0.00 % |
P(L > Lallowable) | [-] | Not checked | ||
Probability of failure | [-] | Not checked | ||
Allowable probability of failure | [-] | 2.50 × 1E-06 | 2.50 × 1E-06 | 0.00 % |
Result of Detailed Check |
| Not checked | ||
1.2. Determination of the steepest possible breaching profile (step 7 of the Global check)
Description
The local critical profile given in Table A.4.2a from CUR113b is modeled in D-Flow Slide for both type of sand (not too fine and fairly coarse).
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