...
| Benchmark | D-FLOW SLIDE | Relative error | ||
|---|---|---|---|---|---|
Marge | 35 | 35 | 0.00 | Assessment level | -10 | -10
| Slope [1:xxx] | 15 | 15 | 0.00 | ||
Assessment level00 | |||||
X-coordinate of the observation point Ssign | 85 | 85 | 0.00 | ||
-10 | -10 | X-coordinate of the liquefaction point SZV | 30 | 30 | 0.00 |
Step 1: Would flow slide lead to damage on levee? | No | No | OK | ||
Result of the Global check | Pass | Pass | OK |
...
| Benchmark | D-FLOW SLIDE | Relative error | ||
|---|---|---|---|---|---|
Marge | 35 | 35 | 0.00 | Assessment level | xxx |
| Slope [1:xxx] | 15 | 15 | xxx0.00 | ||
Assessment level00 | |||||
X-coordinate of the observation point Ssign | xxx | xxx | 0.00 | ||
-10 | -10 | X-coordinate of the liquefaction point SZV | xxx | xxx | 0.00 |
Step 1: Is liquefaction damaging on basis of geometry? | Yes | Yes | OK | ||
Step 3: Artificially underwater installed and non-compacted sandy foreshore? | Yes | Yes | OK | ||
Result of the Global check | Fail | Fail | OK |
...
| Benchmark | D-FLOW SLIDE | Relative error |
|---|---|---|---|
Marge | xxx | xxx | xxx |
Assessment level | xxx | xxx | xxx |
X-coordinate of the observation point Ssign | xxx | xxx | xxx |
X-coordinate of the liquefaction point SZV | xxx | xxx | xxx |
35 | 35 | 0.00 | |
| Slope [1:xxx] | 15 | 15 | 0.00 |
Assessment level | -10 | -10 | 0.00 |
Step 1: Is liquefaction damaging on basis of geometry? | Yes | Yes |
|
Step 2: Artificially underwater installed and non-compacted sandy foreshore? | No | No |
|
Step 4: Is liquefaction possible on the basis of the geometry? | Yes | Yes |
|
Step 5: Are there any sensitive to liquefaction layers present? | No | No |
|
Result of the Global check | Passed | Passed |
|
...