| 深基坑支护结构变形预报 |
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| 引用本文： | 原太平.深基坑支护结构变形预报[J].山西建筑,2005,31(2):60-61. |
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| 作者姓名： | 原太平 |
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| 作者单位： | 晋城市建筑安装总公司 |
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| 摘 要： | 根据现场量测的深基坑围护结构变形信息资料，结合参数优化反分析技术及弹性地基梁有限元计算，建立了深基坑开挖中支护结构变形的预报方法，指出该方法可对深基坑开挖中支护结构变形作出评估，以指导施工。
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| 关 键 词： | 深基坑 支护结构 优化反分析 变形预报 |
| 文章编号： | 1009-6825(2005)02-0060-02 |
| 修稿时间： | 2004年10月25 |
Prediction for structure displacement of deep foundation pit |
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| YUAN Tai-ping.Prediction for structure displacement of deep foundation pit[J].Shanxi Architecture,2005,31(2):60-61. |
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| Authors: | YUAN Tai-ping |
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| Abstract: | In this paper,an approach for predicting the displacement of the retaining structure of foundation pit is established by gathering the information in-place and optimum back analysis method and elastic foundation finite element analysis. By this approach,the method for calculating displacement of the retaining structure in excavation can be estimated,and thererore the construction process can be conducted successfully. |
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| Keywords: | deep excavation retaining structure optimum back analysis method displacement prediction |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
