| 基坑开挖支护体系优化 |
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| 引用本文： | 曹俊杰,董波,陈培帅.基坑开挖支护体系优化[J].山西建筑,2014(6):79-80. |
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| 作者姓名： | 曹俊杰 董波 陈培帅 |
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| 作者单位： | [1]太仓市建筑安全监督站,江苏太仓215400 [2]中交二航局技术中心,湖北武汉430040 |
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| 摘 要： | 依托太仓市万达广场深基坑工程,采用有限元数值计算软件,建立基坑三维空间模型,通过分析基坑开挖全过程的受力和位移,对排桩间距进行了优化,优化后的施工方案已经在工程中得以实施,并取得了良好的效果。
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| 关 键 词： | 深基坑 支护结构 排桩 优化 |
Optimization of foundation excavation support system |
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| CAO Jun-jie,DONG Bo,CHEN Pei-shuai.Optimization of foundation excavation support system[J].Shanxi Architecture,2014(6):79-80. |
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| Authors: | CAO Jun-jie DONG Bo CHEN Pei-shuai |
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| Affiliation: | 2 ( 1. Taicang Building Security Supervision Station, Taicang 215400, China ; 2. China Communication 2nd Flight Bureau Technology Center, Wuhan 430040, China) |
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| Abstract: | Based on Wanda square deep foundation engineering of Taicang city, the paper applies finite element numerical calculation software, establishes 3D space model of the foundation pit, analyzes the foundation excavation stress and displacement, optimizes the double-row pile space, and puts the optimized construction scheme into engineering, and finally achieves great effect. |
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| Keywords: | deep foundation support structure row pile optimization |
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