| 材料 | 弹性模量(KN/m2) | 泊松比 | 凝聚力(KN/m2) | 摩擦角(φ/˚) | 容重(kN/m3) |
| 杂填土 | 6000 | 0.33 | 8 | 15 | 17.0 |
| 素填土 | 8000 | 0.3 | 10 | 12 | 18.0 |
| 粘质粉土 | 90,000 | 0.3 | 7 | 24 | 18.6 |
| 砂质粉土夹粉砂 | 145,000 | 0.45 | 5 | 30 | 19.0 |
| 粉砂夹砂质粉土 | 210,000 | 0.45 | 5 | 32 | 19.5 |
| 粉砂 | 320,000 | 0.45 | 5 | 33 | 19.4 |
| 砂质粉土 | 200,000 | 0.3 | 6 | 26 | 19.0 |
| 淤泥质粉质黏土夹粉土 | 115,000 | 0.45 | 13 | 11 | 17.9 |