Research Article
Landslide Susceptibility in Relation to Correlation of Groundwater Development and Ground Condition
Table 1
Experiments specification.
| ā | Experiment no. | 1 | 2 | 3 |
| Condition A | Density (kg/m3) | 1523 | 1562 | 1592 | Relative density (%) | 0 | 50 | 88 | Moisture content (%) | 19 | 19 | 19 | Degree of compaction (per layer) | 32 blows | 48 blows | 64 blows | Strength parameters (kg/cm2; degree) | 0.14; 51.77 | 0.11; 53.13 | 0.16; 55.49 |
| Condition B | Slope angle (degree) | 25 | 45 | 60 | Density (kg/m3) | 1562 | 1562 | 1562 | Relative density (%) | 50 | 50 | 50 | Degree of compaction (per layer) | 48 blows | 48 blows | 48 blows | Strength parameters (kg/cm2; degree) | 0.11; 53.13 | 0.11; 53.13 | 0.11; 53.13 |
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