| 地面超载对基坑稳定性的影响 |
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| 引用本文： | 彭恒逸.地面超载对基坑稳定性的影响[J].吉首大学学报(自然科学版),2012,33(4):125-128. |
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| 作者姓名： | 彭恒逸 |
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| 作者单位： | （湘潭市勘测设计院，湖南 湘潭 411100） |
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| 摘 要： | 根据实际工程资料，运用FLAC3D软件建立了三维模型.通过改变基坑边地面超载的大小和作用位置等因素，模拟分析了超载作用对地表沉降和双排桩围护结构偏移的影响.
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| 关 键 词： | 超载 地表沉降 基坑 作用位置 |
Influencing of the Ground Overload on the Stability of the Foundation Pit |
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| PENG Heng-yi.Influencing of the Ground Overload on the Stability of the Foundation Pit[J].Journal of Jishou University(Natural Science Edition),2012,33(4):125-128. |
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| Authors: | PENG Heng-yi |
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| Institution: | (Survey and Design Institute of Xiangtan,Xiangtan 411100，Hunan China) |
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| Abstract: | Based on the actual engineering,and based on FLAC3D a software establish a three-dimensional model,by a change the distance from the overload to the pit supporting structure and the vaule of overload is changed,simulation and analys the influence by the overload with ground subsidence and double-row piles supporting migration,and obtained some conclusion. |
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| Keywords: | overload ground settlement foundation pit location |
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