土名 | 压缩模量Es/变形模量E0 (Mpa) | 天然重度γ (kN/m3) | 快剪 | 泊松比u | |
粘聚力c(kPa) | 内摩擦角φ (度) | ||||
①杂填土 | 4.0 | 19.5 | 10 | 15 | 0.38 |
②1强风化泥岩 | 120 | 21.0 | 50 | 25 | 0.25 |
②2中风化泥岩 | 200 | 25.1 | 100 | 30 | 0.22 |
②3微风化泥岩 | 250 | 25.5 | 250 | 35 | 0.20 |