| 某基坑开挖引起周边沉降原因分析 |
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| 引用本文： | 李仓浩,孙海宁. 某基坑开挖引起周边沉降原因分析[J]. 广东土木与建筑, 2011, 0(2): 24-26 |
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| 作者姓名： | 李仓浩 孙海宁 |
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| 作者单位： | 利和实业集团(中山)有限公司; |
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| 摘 要： | 中山利和广场基坑工程在施工过程中,监测表明基坑支护结构位移较小,南侧地面沉降较大,但其余各侧地面沉降较小,文中对以上现象进行分析,指出南侧产生较大沉降的原因,并及时调整了施工,确保基坑安全,可为类似工程提供借鉴.
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| 关 键 词： | 基坑 排桩 施工 监测 |
The Settlement Reason Analysis of Deep Excavation |
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| Li Changhao Sun Haining Zhongshan ,China). The Settlement Reason Analysis of Deep Excavation[J]. Guangdong Architecture Civil Engineering, 2011, 0(2): 24-26 |
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| Authors: | Li Changhao Sun Haining Zhongshan China) |
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| Affiliation: | Li Changhao Sun Haining (Lihe Enterprises Group(Zhongshan) Zhongshan 528400,China) |
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| Abstract: | During the design and construction of LiHe Square of Zhongshan,the measured data from monitoring declared the displacement of retaining and protecting of excavation is very little,the settlement of the ground is very large in south direction,but little in other sides.Aim at this phenomenon,the reason of large settlement in south direction is analyzed in this paper.And the result is applied to confirm design assumption and optimize construction schemes,guarantee the security of deep excavation.The conclusion... |
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| Keywords: | excavation piles in row construction monitoring |
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