| 采用滑动体整体静力平衡法分析深基坑的稳定性 |
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| 引用本文： | 孙淑贤,郑毅.采用滑动体整体静力平衡法分析深基坑的稳定性[J].世界地质,1998,17(4):38-42. |
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| 作者姓名： | 孙淑贤 郑毅 |
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| 作者单位： | [1]烟台大学土木工程系 [2]长春科技大学环建学院 |
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| 摘 要： | 对地下水渗透动力条件下的深基坑抗隆起稳定验算的方法进行了研究。提出了采用滑动体整体静力平衡的方法，确定滑裂面上的法向力和抗隆起安全系数，并以工程实例加以验证。
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| 关 键 词： | 动水力 静力平衡 滑动体 深基坑 稳定性 |
Static Balance Method of Slide Body for Resistant Heave Stability on Deep Excavations Considering Seepage Force |
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| Sun Shuxian.Static Balance Method of Slide Body for Resistant Heave Stability on Deep Excavations Considering Seepage Force[J].World Geology,1998,17(4):38-42. |
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| Authors: | Sun Shuxian |
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| Abstract: | In this paper,checking method of resistant heave stability for deep excavations considering seepage force of groundwater is studied.Using static balance method of slide body,normal force on slip circle and safety factor of resistant heave stability can be calculated,and the analysing method is verified by the practical engineering example. |
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| Keywords: | seepage force static balance normal force resistant heave stability safety force |
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