| 土层名称 | 压缩系数a0.1~0.2 (MPa) | 压缩模量Es0.1~0.2 (MPa) | 直剪(固快) | 标准贯入N (击) 实测值 | 重型动力触探N (击) 实测值 | |
| 内聚力C (kPa) | 内摩擦角Φ (˚) | |||||
| ①1填土(碎石) |
|
|
|
|
| 11.4 |
| ①2灰黄色淤泥 | 1.13 | 2.27 | 9 | 8.0 |
|
|
| ①3碎石土 |
|
|
|
|
| 9.8 |
| ③灰色淤泥质粘土 | 0.96 | 2.41 | 13 | 12.0 | 1.5 |
|
| ④灰色粘土 | 0.86 | 2.58 | 14 | 14.0 | 4.1 |
|
| ⑤灰色粉质粘土 | 0.61 | 3.56 | 15 | 15.5 | 4.9 |
|
| ⑥灰绿色粉质粘土 | 0.35 | 5.40 | 31 | 16.5 | 14.4 |
|
| ⑨1强风化凝灰岩 |
|
|
|
|
| 25.6 |
| ⑨2中风化凝灰岩 |
|
|
|
|
|
|