首页 | 本学科首页   官方微博 | 高级检索  
     

浅埋大跨地下硐室动态施工三维仿真模拟研究
引用本文:王剑波,何朋立,原丕业,郭力,梁咏宁.浅埋大跨地下硐室动态施工三维仿真模拟研究[J].金属矿山,2004(7):12-15.
作者姓名:王剑波  何朋立  原丕业  郭力  梁咏宁
作者单位:1. 青岛建筑工程学院
2. 中国矿业大学
摘    要:利用有限元程序对青岛某浅埋大跨地下商场扩建工程的开挖支护过程进行了三维数值模拟,分析了围岩中的位移、塑性区、应力分布及支护的受力状态,从理论上验证了根据工程类比法确定的先拱后墙开挖方案及采用长锚索、短锚杆,以锚为主的锚喷网加固方案的合理性。

关 键 词:有限元程序  开挖支护过程  三维数值模拟  地下商场  浅埋大跨硐室
修稿时间:2004年4月29日

3D Simulation Study on Dynamic Construction of Shallow-lying Large Span Underground Opening
Wang Jianbo,He Pengli,Yuan Piye,Guo Li.3D Simulation Study on Dynamic Construction of Shallow-lying Large Span Underground Opening[J].Metal Mine,2004(7):12-15.
Authors:Wang Jianbo  He Pengli  Yuan Piye  Guo Li
Affiliation:Wang Jianbo He Pengli Yuan Piye Guo Li(Qingdao Institute of Architectural Engineering) Liang Yongning(China University of Mining & Technology)
Abstract:D numerical simulation study was made by finit element program on the excavation and support process of a shallow-lying large span underground market expansion project in Qingdao. The displacement, plastic zones, stress distribution and the stress status of support were analysed. The rationality of the excavation and support scheme determined by engineering analogue method was proved theoretically, providing beneficial experiences for similar underground design and construction.
Keywords:Shallow-lying large span opening  Dynamic construction  Finite element  Numerical simulation
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号