Research Article
Study on the Influence of Excavation Unloading on Pile Depth in Sandy Soil
| Soil layer | | /kN/m3 | /kN/m3 | /MPa | /MPa | /MPa | /MPa | /MPa | /kPa | /° |
| Plain fill | 0.32 | 18.9 | 18.9 | 10 | 10 | 30 | 45 | - | 10 | 12 | Silty clay | 0.32 | 19.0 | 19 | 10.5 | 10.5 | 31.5 | 47.25 | - | 49.62 | 22.63 | Fine sand | 0.3 | 19.1 | 19.1 | 16 | 16 | 48 | 72 | - | 0 | 30 | Silty clay | 0.32 | 19.0 | 19.0 | 7 | 7 | 21 | 31.5 | - | 49.62 | 22.63 | Coarse sand | 0.3 | 19.6 | 19.6 | 28 | 28 | 84 | 126 | - | 0 | 34 | Gravel sand | 0.3 | 20.0 | 20 | 32 | 32 | 96 | 115.2 | - | 0 | 35 | Round gravel | 0.3 | 20.0 | 20 | 35 | 35 | 105 | 157.5 | - | 0 | 36 | Strongly weathered sandstone | 0.3 | 20.1 | 20.1 | - | - | - | - | 200 | 30 | 37 | Moderately weathered sandstone | 0.29 | 20.5 | 20.5 | - | - | - | - | 2890 | 200 | 37 |
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