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 9 最大出逸比降随幅值因子的变化 |
| Fig.9 Variation of maximum of exit gradient against amplitude factor |
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