| 某深基坑工程地下连续墙水平位移分析 |
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| 引用本文： | 魏放,魏义亮,张平. 某深基坑工程地下连续墙水平位移分析[J]. 山西建筑, 2007, 33(16): 91-92 |
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| 作者姓名： | 魏放 魏义亮 张平 |
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| 作者单位： | 1. 中铁太原勘察设计咨询院有限公司,山西太原,030013
2. 重庆市交通规划勘察设计研究院,重庆,400067 |
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| 摘 要： | 根据拟建悬索桥锚碇所处的地质条件,深基坑采用地下连续墙加内支撑作为其支撑结构形式,通过数值模拟和监测成果,对基坑施工过程地下连续墙的水平位移进行分析,分析结果说明,深基坑地下连续墙的水平位移与开挖工况、空间位置、降水、支护结构、土层的力学性质等密切相关。
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| 关 键 词： | 深基坑 水平位移 数值模拟 监测 |
| 文章编号： | 1009-6825(2007)16-0091-02 |
| 修稿时间： | 2006-10-12 |
Horizontal displacement research of a deep pit concrete diaphragm wall |
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| WEI Fang,WEI Yi-liang,ZHANG Ping. Horizontal displacement research of a deep pit concrete diaphragm wall[J]. Shanxi Architecture, 2007, 33(16): 91-92 |
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| Authors: | WEI Fang WEI Yi-liang ZHANG Ping |
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| Affiliation: | WEI FangWEI Yi-liangZHANG Ping |
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| Abstract: | On the basis of the geological characteristics in the planning suspension bridge anchor zone,the concrete diaphragm wall with internal support structure was been used for this deep pit.Using the numerical simulation and monitoring data,the horizontal displacement of concrete diaphragm wall during deep pit excavation has been analyzed.The result illuminated that its displacement is closed related with that excavation situation,space position,water falling,supporting structure and soil layer mechanics characteristics. |
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| Keywords: | deep pit horizontal displacement numerical simulation monitoring |
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