| 长江隧道江南段基坑开挖过程中邻近建筑物沉降机理分析 |
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| 引用本文： | 周承豪,肖铭钊,冯晓腊,王艳丽. 长江隧道江南段基坑开挖过程中邻近建筑物沉降机理分析[J]. 土工基础, 2007, 21(4): 23-27 |
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| 作者姓名： | 周承豪 肖铭钊 冯晓腊 王艳丽 |
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| 作者单位： | 1. 武汉市市政建设集团有限公司,武汉,430023
2. 中国地质大学,武汉,430074 |
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| 摘 要： | 对长江隧道江南段基坑周边建筑沉降进行了理论计算,并将计算值和实测沉降值进行了对比分析,指出了理论计算值与实测沉降值存在差异的原因,总结了影响基坑周边建筑物沉降的主要原因,并对沉降机理进行了分析。
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| 关 键 词： | 基坑 沉降 支护结构 |
| 文章编号： | 1004-3152(2007)04-0023-05 |
| 修稿时间： | 2007-04-27 |
Settlement Mechanism Analysis of the Buildings Nearing the Pit to the South Section of Changjiang Tunnel |
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| ZHOU Cheng hao,XIAO Ming zhao,FENG Xiao la,WANG Yan li. Settlement Mechanism Analysis of the Buildings Nearing the Pit to the South Section of Changjiang Tunnel[J]. Soie Engineering and Foundation, 2007, 21(4): 23-27 |
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| Authors: | ZHOU Cheng hao XIAO Ming zhao FENG Xiao la WANG Yan li |
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| Abstract: | The buildings settlement near the pit of Changjiang tunnel was calculated.The results were compared with the measured ones,and the reasons for the difference were pointed out.The factors influencing the buildings settlement were summarized and the settlement mechanism was analyzed in detail. |
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| Keywords: | foundation pit settlement retaining structure |
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