Research Article
Physical Modelling of Rainfall-Induced Sandy and Clay-Like Slope Failures
Table 2
Basic data of the performed tests.
| Test no. | Slope angle (°) | Materials | Rainfall intensity (mm/h) | Time to initiation (min) | Test duration (min) |
| Test 1 | 35 | Sand (S) | 82 | 56 | 126 | Test 2 | Sand + 10% kaolin (SK10) | 33 | 24 | 155 | Test 3 | Sand + 15% kaolin (SK15) | 33 | 35 | 245 |
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