| 深圳地铁3号线老街站地下连续墙数值分析 |
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| 引用本文： | 李筱毅,潘威,柴敬. 深圳地铁3号线老街站地下连续墙数值分析[J]. 山西建筑, 2008, 34(20) |
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| 作者姓名： | 李筱毅 潘威 柴敬 |
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| 作者单位： | 1. 广东省深圳市政府,广东,深圳,518000
2. 西安科技大学能源学院采矿工程系,陕西,西安,710054 |
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| 摘 要： | 以深圳地铁3号线老街站施工基坑为例,采用FLAC2D数值模拟软件对采用逆作法施工的深基坑中围护结构地下连续墙变形量进行计算,并对原设计方案的地下连续墙设计进行验证,研究表明,地铁老街站地下连续墙水平位移最大变形处于可控范围内,原设计是可行有效的。
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| 关 键 词： | 深基坑 逆作法 地下连续墙 数值计算 |
The analysis on the data of the diaphragm wall of the Laojiezhan of the No.3 line in Shenzhen subway |
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| LI Xiao-yi,PAN Wei,CHAI Jing. The analysis on the data of the diaphragm wall of the Laojiezhan of the No.3 line in Shenzhen subway[J]. Shanxi Architecture, 2008, 34(20) |
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| Authors: | LI Xiao-yi PAN Wei CHAI Jing |
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| Affiliation: | LI Xiao-yi PAN Wei CHAI Jing |
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| Abstract: | Taking the excavation of Laojiezhan in Shenzhen subway No.3 line as an example,the paper adopts the FLAC2D software to calculate the amount of deformation of the diaphragm wall of the building envelope of the deep excavation with the top down construction method.It also validates the original design of the diaphragm wall.It is proved that the maximum deformation of the displacement is with in the controllable scope and the design is feasible. |
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| Keywords: | deep excavation the top down construction method diaphragm wall data calculation |
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