| 深基坑围护中地下连续墙变形的解析计算 |
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| 引用本文： | 李二兵,谭跃虎,张尚根,丁娜娜.深基坑围护中地下连续墙变形的解析计算[J].解放军理工大学学报,2004,5(2):57-60. |
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| 作者姓名： | 李二兵 谭跃虎 张尚根 丁娜娜 |
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| 作者单位： | 解放军理工大学,工程兵工程学院,江苏,南京,210007;解放军理工大学,工程兵工程学院,江苏,南京,210007;解放军理工大学,工程兵工程学院,江苏,南京,210007;解放军理工大学,工程兵工程学院,江苏,南京,210007 |
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| 摘 要： | 旨在更准确地研究深基坑围护中地下连续墙的变形，根据地下连续墙的受力特征，运用弹性薄板理论法对地下连续墙在基坑开挖中的侧向变形进行了分析，导出了其侧向变形的解析计算公式。最后通过工程实例进行了比较分析，结果表明计算值与实测值较为吻合，弹性薄板理论法能考虑空间作用的影响，可为地下连续墙的设计施工提供理论依据。
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| 关 键 词： | 地下连续墙 弹性薄板理论 变形 解析计算 空间作用 |
| 文章编号： | 1009-3443(2004)02-0057-04 |
| 修稿时间： | 2003年1月14日 |
Analytic Calculation of Deformation of Diaphragm Wall
for Conserving Deep Foundation Pit |
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| LI Er-bing,TAN Yue-hu,ZHANG Shang-gen and DING Na-na.Analytic Calculation of Deformation of Diaphragm Wall
for Conserving Deep Foundation Pit[J].Journal of PLA University of Science and Technology(Natural Science Edition),2004,5(2):57-60. |
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| Authors: | LI Er-bing TAN Yue-hu ZHANG Shang-gen and DING Na-na |
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| Institution: | Engineering Institute of Engineering Corps, PLA Univ. of Sci. & Tech.,Nanjing 210007,China;Engineering Institute of Engineering Corps, PLA Univ. of Sci. & Tech.,Nanjing 210007,China;Engineering Institute of Engineering Corps, PLA Univ. of Sci. & Tech.,Nanjing 210007,China;Engineering Institute of Engineering Corps, PLA Univ. of Sci. & Tech.,Nanjing 210007,China |
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| Abstract: | The aim is to research the deformation of diaphragm wall exactly. According to the stressed condition of diaphragm wall, the side deformation of diaphragm wall in the excavation of deep foundation pit is analyzed through elasticity sheet theory method, and the analytic calculation formula of deformation is also deduced. Finally,the examples of engineering show that the calculated values are well accorded with the results of the tests, and the elasticity sheet theory method involves the spatial effect and provides basis for the design and construction of diaphragm wall. |
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| Keywords: | diaphragm wall elasticity sheet theory deformation analytic calculation spatial effect |
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