...
These benchmarks are intended to verify the advanced method by comparing D-FLOW SLIDE results with those from the older program SLIQ-2D, using both DOS and Windows version of this program.
Benchmark name | Original file name (SLIQ 2D DOS) | Soil type | Slope height (m) | Porosity Slope angle | n (%) n~min~ | n min (%) | n max (%) | Eps voldm0 - | m - | r - | s 2 - | s max - | v - | k so 2^ (kN/m 2) | u - | Unit weight 3^ (kN/m 3) | D r (%) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
bm5-1a | LGZM1 | Sand clay | 21.9 | 1:4.5 | 45.5 | 50 | 35 | 0.0025 | 1.7 | 7 | 1.28 | 1.7 | 1 | 50000 | 1 | 8.856 | 30 |
bm5-1b | LGZM2 | Sand clay | 21.9 | 1:5.5 | 45.5 | 50 | 35 | 0.0035 | 1.7 | 7 | 1.28 | 1.7 | 1 | 50000 | 1 | 8.856 | 30 |
bm5-1c | LGZM3 | Sand clay | 21.9 | 1:7 | 45.5 | 50 | 35 | 0.005 | 1.7 | 7 | 1.28 | 1.7 | 1 | 50000 | 1 | 8.856 | 30 |
bm5-1d | LGZM4 | Sand clay | 21.9 | 1:7.5 | 45.5 | 50 | 35 | 0.006 | 1.7 | 7 | 1.28 | 1.7 | 1 | 50000 | 1 | 8.856 | 30 |
bm5-1e | SIMPLETA | Sea sand | 10 | 1:3.25 | 47.4 | 50 | 37 | 0.0092 | 3 | 7 | 1.23 | 1.35 | 1 | 39460 | 1.33 | 8.547 | 20 |
bm5-1f | LG1D5N5H | Sand clay | 20.9 | 1:6.5 | 40.2 | 50 | 35 | 0.0022 | 1.7 | 7 | 1.18 | 1.4 | 1 | 85000 | 1 | 9.717 | 65.333 |
bm5-1g | HBPZBUI3 | Sea sand | 22 | 1:6.5 | 45.5 | 50 | 35 | 0.0054 | 2 | 7 | 1.25 | 1.4 | 1.25 | 50000 | 1 | 8.856 | 30 |