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Group | File name | Input file | Input file | Input file | Title | Global (VTV) | Simple (CUR-113) | Detailed (TR) | Advanced (SLIQ2D) |
|---|---|---|---|---|---|---|---|---|---|
1 | bm1-1 |
|
|
| Study Case described in "Technisch Rapport Voorland Zettingsvloeiing" | Insufficient / Insufficient => |
| Sufficient / Sufficient => |
|
2 | bm2-1 |
|
|
| Spui dike - hmp 63.9 (location Nieuw Beijerland) | Insufficient / Insufficient => |
| Insufficient / Insufficient => |
|
| bm2-2 |
|
|
| Spui dike - hmp 65.0 (between locations Oud Beijerland and Nieuw Beijerland) | Sufficient / Sufficient => |
| Sufficient / Sufficient => |
|
| bm2-3 |
|
|
| Spui dike - hmp 67.8 (location Oud Beijerland) | Insufficient / Insufficient => |
| Insufficient / Sufficient => |
|
3 | bm3-1 |
|
|
| Global check with traject: step 1 = no, step 3 = yes |
|
|
|
|
| bm3-2 |
|
|
| Global check with traject: step 1 = no, step 3 = no |
|
|
|
|
| bm3-3 |
|
|
| Global check with traject: |
|
|
|
|
4 | bm4-1 |
|
|
| Test on the level indicator |
|
|
|
|
5 | bm5-1a |
|
|
| Comparison with SLIQ2D - Case LGZM1 |
|
|
| Insufficient / Insufficient => |
| bm5-1b |
|
|
| Comparison with SLIQ2D - Case LGZM2 |
|
|
| Insufficient / Insufficient => |
| bm5-1c |
|
|
| Comparison with SLIQ2D - Case LGZM3 |
|
|
| Insufficient / Insufficient => |
| bm5-1d |
|
|
| Comparison with SLIQ2D - Case LGZM4 |
|
|
| Insufficient / Insufficient => |
| bm5-1e |
|
|
| Comparison with SLIQ2D - Case SIMPLETA |
|
|
| Insufficient / Insufficient => |
| bm5-1f |
|
|
| Comparison with SLIQ2D - Case LG1D5N5H |
|
|
| Insufficient / Insufficient => |
| bm5-1g |
|
|
| Comparison with SLIQ2D - Case HBPZBUI3 |
|
|
| Insufficient / Insufficient => |
| bm5-2 |
|
|
| Comparison with DZettingsVloeiing - Study Case described in "Technisch Rapport Voorland Zettingsvloeiing" |
|
| Sufficient / Sufficient => |
|
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- km 63.9 (Nieuw Beijerland)
- km 65.0 (between Oud Beijerland and Nieuw Beijerland)
- km 67.8 (Oud Beijerland)
As the details of the calculation performed by hand are not available, those benchmarks are set in group 2.
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The dike profile at hmp 63.9 is given in the figure below.
The soil profile and the material properties are given in the following table:
...
The dike profile at km 65.0 is given in the figure below.
The soil profile and the material properties are the same as for the profile at km 63.9 (see paragraph 2.1).
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The dike profile at km 67.8 is given in the figure below.
The soil profile and the material properties are given in the following table:
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In SLIQ2D-Windows only the value of the tangent angle is available in the output. The other parameters (such as Ko, the normal stress p and the deviatoric stress q) are not saved and can only be red on the screen, making the comparison difficult. Nota also that the automatic generation of the variable values of the slope angle used by SLIQ2D-DOS is not exactly the same as in SLIQ2D-Windows or D-FLOW SLIDE (which use 2 extra slopes compared to SLIQ2D-DOS: 1:1.4 and 1:1.3). The figures below show the critical unstable slope angles, for each calculated points.
| width=15 | height=30
Results of SLIQ2D-Windows - Critical slope angle for each calculated point:
bm5-1a: | bm5-1b: |
bm5-1c: | bm5-1d: |
bm5-1e: | bm5-1f: |
bm5-1g: |
|
D-FLOW SLIDE results
Maximum relative error between SLIQ2D-DOS and D-FLOW SLIDE:
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