| 深基坑开挖对紧邻建筑物沉降变形的影响 |
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| 引用本文： | 刘钦,余东明,吴红彬. 深基坑开挖对紧邻建筑物沉降变形的影响[J]. 低温建筑技术, 2007, 0(4): 104-105 |
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| 作者姓名： | 刘钦 余东明 吴红彬 |
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| 作者单位： | 平顶山工学院,河南,平顶山,4670001;禹州市市政工程有限公司,河南,禹州,461670 |
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| 摘 要： | 以具体工程为例,把基坑、支护结构及紧邻建筑物放在一个系统中,在基坑开挖前,根据设计的基坑支护方案对紧邻建筑物的沉降变形进行数值模拟,然后与施工过程中实际监测的该建筑物的沉降变形进行对比分析。
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| 关 键 词： | 深基坑 支护结构 紧邻建筑物 数值模拟 |
| 文章编号： | 1001-6864（2007）04-0104-02 |
| 修稿时间： | 2007-04-14 |
STUDY ON SETTLEMENT DEFORMATION OF PROXIMATE BUILDING IN EXCAVITION OF DEEP FOUNDATION PIT |
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| LIU Qin,YU Dong-ming,WU Hong-bin. STUDY ON SETTLEMENT DEFORMATION OF PROXIMATE BUILDING IN EXCAVITION OF DEEP FOUNDATION PIT[J]. Low Temperature Architecture Technology, 2007, 0(4): 104-105 |
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| Authors: | LIU Qin YU Dong-ming WU Hong-bin |
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| Affiliation: | 1. Pingdingshan Institute of Technology, Henan Pingdingshan 467000, China; 2. Yuzhou Municipal Works Co. Ltd., Henan Xuchang 461670, China |
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| Abstract: | Before the footing groove is excavated,a numerical simulation on the settlement and deformation of the proximate building is processed in term of the designed scheme of supporting for the footing groove.Contrasting the simulation results with the results monitored on the spot in the construction,the conclusion gives a reference for safety of the construction of deep footing groove engineering. |
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| Keywords: | deep foundation pit supporting structure proximate building numerical simulation |
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