动态承压水作用下考虑土体非线性的基坑弱透水层出逸比降研究
Analysis on exit gradient of aquitard at bottom of foundation pit under dynamic confined water considering nonlinearity of soil
动态承压水作用下考虑土体非线性的基坑弱透水层出逸比降研究 |
| 应宏伟,王迪,许鼎业,章丽莎 |
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Analysis on exit gradient of aquitard at bottom of foundation pit under dynamic confined water considering nonlinearity of soil |
| Hong-wei YING,Di WANG,Ding-ye XU,Li-sha ZHANG |
| 图 3 同一周期内不同时刻超静孔压沿深度分布 |
| Fig.3 Distribution of excess pore pressure with depths at different time in same cycle |
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