| 排桩支护结构监测数据的反分析 |
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| 引用本文： | 刘大鹏.排桩支护结构监测数据的反分析[J].资源环境与工程,2000(Z1). |
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| 作者姓名： | 刘大鹏 |
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| 作者单位： | 交通部北京交通管理干部学院 |
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| 摘 要： | 武汉地区的深基坑支护采用排桩支护较多 ,其结构设计初期采用极限土压力平衡法 ,为解决变形预测问题 ,后来才采用弹性抗力法———杆件有限元法。本文通过三项深基坑工程的实测数据的反分析 ,对杆件有限元法及相应参数的应用进行了讨论
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| 关 键 词： | 排桩 支护结构 监测 数据 反分析 |
INVERSE ANALYSIS OF THE MONITORING DATA OF THE LINE-PILES SUPORTING STRUCTURE |
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| Liu,Dapeng.INVERSE ANALYSIS OF THE MONITORING DATA OF THE LINE-PILES SUPORTING STRUCTURE[J].Resources Environment & Engineering,2000(Z1). |
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| Authors: | Liu Dapeng |
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| Abstract: | It is popular to apply line-piles to deep foundation pit suporting in Wuhan area and the member finite element method has been adopted in the structure design. A inverse analysis on the measured data from three deep foundation pit engineerings has been presented and the application of the member finite element method and relavant parameters have been discussed in this paper. |
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| Keywords: | line-piles suporting structure monitoring date inverse analysis |
| 本文献已被 CNKI 等数据库收录！ |
