| 地铁区间隧道基坑的变形分析 |
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| 引用本文： | 金明.地铁区间隧道基坑的变形分析[J].都市快轨交通,2006,19(1):67--69. |
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| 作者姓名： | 金明 |
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| 作者单位： | 南京地下铁道有限责任公司,南京,210008 |
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| 摘 要： | 通过对南京地铁明挖段基坑工程变形情况进行分析,指出狭长条形基坑的变形特征,并分析不均匀超载、降水、地表刚度、开挖范围及开挖时间对基坑变形的影响规律,提出相应的控制基坑变形的工程措施。
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| 关 键 词： | 侧移 沉降 不均匀超载 降水 地表刚度 |
| 收稿时间： | 07 7 2005 12:00AM |
| 修稿时间： | 2005年7月7日 |
An Analysis on the Deformation of Foundation Pit in the Tunnel Section of Metro |
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| Jin Ming.An Analysis on the Deformation of Foundation Pit in the Tunnel Section of Metro[J].Urban Rapid Rail Transit,2006,19(1):67--69. |
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| Authors: | Jin Ming |
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| Institution: | Nanjing Metro Corporation Ltd., Nanjing 210008 |
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| Abstract: | By analyzing deformation of foundation pit of cut-and-cover zone in Nanjing metro, the characteristics of the deformation of slim foundation pit are described. The deformation principles of the foundation pit due to unsymmetrical load, dewatering, ground surface stiffness, digging range and time are analyzed. The engineering measures against the deformation of foundation pit are put forward. |
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| Keywords: | lateral displacement settlement unsymmetrical load dewatering ground surface stiffness |
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