| 考虑地震影响的地基极限承载力的理论解析解 |
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| 引用本文： | 郑惜平,丁浩,陈奇,张杰坤.考虑地震影响的地基极限承载力的理论解析解[J].水文地质工程地质,2001,28(6):8-11. |
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| 作者姓名： | 郑惜平 丁浩 陈奇 张杰坤 |
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| 作者单位： | 1. 深圳市建设土石方机械工程公司,
2. 中国地质大学, |
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| 摘 要： | 本文根据塑性力学中的滑移线法，建立了地震力作用下的地基土的滑移线应力议程，并在考虑地基土的自重和不计其自重的情况，推导出此时地基土的极限承载力的理论解析解。
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| 关 键 词： | 滑移线 极限承载力 地震力 地基 地震 |
| 文章编号： | 1000-3665(2001)06-0008-04 |
Theoretic calculation of the limiting bearing capacity of foundations under
seismic influence |
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| ZHENG Xi-ping,et al..Theoretic calculation of the limiting bearing capacity of foundations under
seismic influence[J].Hydrogeology and Engineering Geology,2001,28(6):8-11. |
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| Authors: | ZHENG Xi-ping |
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| Institution: | ZHENG Xi-ping et al. |
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| Abstract: | According to slip lines method(SLM), strain equations of foundation are proposed including seismic influence. So the theoretic solution of bearing capacity of foundation is obtained with soil gravity and without it. |
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| Keywords: | slip lines bearing capacity seismic strength foundation |
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