...
| Benchmark | D-FLOW SLIDE | Relative error |
|---|---|---|---|
Marge | 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 | OK |
Step 3: Artificially underwater installed and non-compacted sandy foreshore? | Yes | Yes | OK |
Result of the Global check | Fail | Fail | OK |
| Fictive channel depth Hr [m] | 21.571 | 21.571 | 0.00 % |
| Fictive slope cotan αr | 10.5 | 10.5 | 0.00 % |
| Probability of preventing a liquefaction P(ZV) [/km/year] | 1.24 × 10-6 | 1.24 × 10-6 | 0.00 % |
| Reliability index β | 3.749 | 3.749 | 0.00 % |
| P(L > Lallowable) | 8.86 × 10-5 | 8.88 × 10-5 | 0.23 % |
| Probability of flood damage by liquefaction P(falen|ZV) [/year] | 1.10 × 10-10 | 1.10 × 10-10 | 0.00 % |
| Allowable probability of failure [/year] | 2.50 × 10-6 | 2.50 × 10-6 | 0.00 % |
Result of the Detailed check | Pass | Pass | OK |
| Overall result | Pass | Fail | not OK |
...
| Benchmark | D-FLOW SLIDE | Relative error |
|---|---|---|---|
Marge | 31.514 | 31.514 | 0.00 % |
| Slope [1:xxx] | 15 | 15 | 0.00 % |
Assessment level | -10.775 | -10.775 | 0.00 % |
Step 1: Is liquefaction damaging on basis of geometry? | Yes | Yes | OK |
Step 3: Artificially underwater installed and non-compacted sandy foreshore? | No | No | OK |
| Step 4: Flow slide possible based on geometry only? | No | No | OK |
Result of the Global check | FailPassFail | Pass | OK |
| Fictive channel depth Hr [m] | 17.762 | 17.762 | 0.00 % |
| Fictive slope cotan αr | 10.5 | 10.5 | 0.00 % |
| Probability of preventing a liquefaction P(ZV) [/km/year] | 3.29 × 10-7 | 3.29 × 10-7 | 0.00 % |
| Reliability index β | Not available | 3.749 | |
| P(L > Lallowable) | Not available | 8.88 × 10-5 | |
| Probability of flood damage by liquefaction P(falen|ZV) [/year] | Not available | 1.10 × 10-10 | |
| Allowable probability of failure [/year] | 2.50 × 10-6 | 2.50 × 10-6 | 0.00 % |
Result of the Detailed check | Not available | Pass | - |
| Overall result | Not available | Pass | - |
Results of benchmark 3-1 for case D
See results of benchmark 1-1 in Group 1.
Results of benchmark 3-1 for case E
| Benchmark | D-FLOW SLIDE | Relative error |
|---|---|---|---|
Marge | 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 | OK |
Step 3: Artificially underwater installed and non-compacted sandy foreshore? | No | No | OK |
| Step 4: Flow slide possible based on geometry only? | Yes | Yes | OK |
| Step 5: Is liquefaction possible based on state parameter? | No | No | OK |
| Step 6: Layers present with a thickness of minimal 5m, in which D50<200 μm or D15<100 μm ? | Yes | yes | OK |
Result of the Global check | Fail | Fail | OK |
| Fictive channel depth Hr [m] | 21.571 | 21.571 | 0.00 % |
| Fictive slope cotan αr | 10.5 | 10.5 | 0.00 % |
| Probability of preventing a liquefaction P(ZV) [/km/year] | 1.24 × 10-6 | 1.24 × 10-6 | 0.00 % |
| Reliability index β | 3.749 | 3.749 | 0.00 % |
| P(L > Lallowable) | 8.86 × 10-5 | 8.88 × 10-5 | 0.23 % |
| Probability of flood damage by liquefaction P(falen|ZV) [/year] | 1.10 × 10-10 | 1.10 × 10-10 | 0.00 % |
| Allowable probability of failure [/year] | 2.50 × 10-6 | 2.50 × 10-6 | 0.00 % |
Result of the Detailed check | Pass | Pass | OK |
| Overall result | Pass | Fail | not OK |