| 基础板厚度对减小不均匀沉降的算例分析 |
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| 作者姓名： | 高彦斌 夏军红 |
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| 作者单位： | [1]同济大学 [2]华东勘测设计研究院 |
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| 摘 要： | 对弹性地基上不同刚度的基础板，利用弹性地基上梁的计算方法进行了不同集中荷载工况下的变形计算。根据计算结果，分析了基础刚度对于弹性地基上基础的最大沉降的影响以及刚度对于基础整体变形的影响。
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| 关 键 词： | 弹性地基 挠度 刚度 不均匀沉降 基础板 计算模型 |
The Settlement Reseach of Foundation on the Elastic Foundation Soil |
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| Authors: | Gao Yanbin Xia Jin Junhong |
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| Institution: | Gao Yanbin Xia Jin Junhong (Tongji University) (East China Investigation and Design Institute) |
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| Abstract: | using the computation methond of the beam deflection on the elastic foundation soil,this paper calculates the settlement of foundation which has different stiffness on the different load case. The effection of the foundation stiffnes on the foundation settlement and on the whole deformatiom chatacter of the foundation are discussed and analyzed in this paper according to the result of the computation. |
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| Keywords: | elastic foundation soil deflection different settlement |
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