| 桩筏基础沉降计算方法分析与对比 |
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| 引用本文： | 王春虎,刘庆. 桩筏基础沉降计算方法分析与对比[J]. 山西建筑, 2005, 31(14): 103-104 |
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| 作者姓名： | 王春虎 刘庆 |
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| 作者单位： | 1. 南京海外建筑工程总公司
2. 南京工大建设监理咨询有限公司 |
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| 摘 要： | 针对高层建筑桩筏基础的沉降特点,通过试验研究、理论分析和实测资料的分析比较,从对等代实体深基础方法的改进、基于弹性理论的方法等方面,得出几种沉降计算的思路和方法.
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| 关 键 词： | 桩筏基础 地基沉降 深基础 |
| 文章编号： | 1009-6825(2005)14-0103-02 |
| 修稿时间： | 2005-04-02 |
Analysis and comparison of calculation method about sedimentation of raft foundation |
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| WANG Chun-hu,LIU Qing. Analysis and comparison of calculation method about sedimentation of raft foundation[J]. Shanxi Architecture, 2005, 31(14): 103-104 |
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| Authors: | WANG Chun-hu LIU Qing |
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| Affiliation: | WANG Chun-hu LIU Qing |
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| Abstract: | It obtains several ways of sedimentation calculation according to the feature of sedimentation of raft foundation in high-rise buildings, through analysis and comparison of experiment studying/theory analysis and actual measurement data, improvement to the method of equivalent physical deep foundation and the method based on elastic theory. |
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| Keywords: | raft foundation sedimentation of foundation deep foundation |
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