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煤矿储煤仓非典型状况下基坑变形研究
引用本文:王静,徐新斌.煤矿储煤仓非典型状况下基坑变形研究[J].徐州建筑职业技术学院学报,2014(1):1-5.
作者姓名:王静  徐新斌
作者单位:[1]中国矿业大学岩土工程新技术发展有限公司,江苏徐州221008 [2]江苏建筑职业技术学院矿业与交通工程学院,江苏徐州221116
基金项目:江苏省高校科研成果产业化推进项目(JHB2011-66,JHB2012-69);江苏建筑职业技术学院科研资助项目(JYA312-05).
摘    要:以煤矿储煤仓基坑工程为对象,结合工程现场实际,模拟储煤仓基坑工程施工过程中可能发生的非正常情况下的施工现象,借助有限元分析方法模拟基坑土体及支护结构在非正常状况下的受力与变形特性.结果表明:钢支撑没有预加轴力对围护桩的受力和变形影响较大;桩体嵌固深度不足对位移影响不明显,但对桩体应力增大明显.

关 键 词:储煤仓  基坑工程  非典型工况  煤仓安全  变性研究

On deformation of foundation pit in atypical situation at coal storage bunker
WANG Jing,XU Xin-bin.On deformation of foundation pit in atypical situation at coal storage bunker[J].Journal of XUZHOU Institute of Architectural Technology,2014(1):1-5.
Authors:WANG Jing  XU Xin-bin
Affiliation:1. CUMT Geotechnical Engineering & New Technology Development Co. ,Ltd, Xuzhou, Jian- gsu 221008, China 2. School of Mining and Transportation Engineering,Jiangsu Jianzhu Insti- tute, Xuzhou, Jiangsu 221116, China )
Abstract:Taking foundation pit project of coal storage bunker as object, this paper simulates atypical situation in foundation pit construction of coal storage bunker combing engineering practice. Through finite element method, it simulates the stress and deformation characteristics of soil mass and supporting structure and foundation pit in atypical situation. Results show that steel support without brace pre axial force has great influence on stress and deformation of retaining piles, deficiency of piles~ embedded depth has no obvious influence on displacement, but has obvious influence on increase of pile stress.
Keywords:storage bunker  foundation pit project  atypical situation  safety of storage bunk- er  deformation study
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