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南京市九华山连拱隧道开挖方案数值分析
引用本文:金丰年,贾金刚,蒋美蓉,周建民,王 波,周健南.南京市九华山连拱隧道开挖方案数值分析[J].岩土力学,2006,27(Z1):1133-1136.
作者姓名:金丰年  贾金刚  蒋美蓉  周建民  王 波  周健南
作者单位:解放军理工大学 工程兵工程学院,南京 210007
摘    要:通过有限元计算,模拟了两种开挖顺序,获得了该隧道在采用不同开挖顺序施工时各阶段围岩的应力、位移状态和地表沉降。通过对比分析,得出采用三导洞开挖方案效果比较好,为该公路连拱隧道采用的施工方法提供了科学依据与技术指导。

关 键 词:双连拱隧道    开挖方案    数值分析  
收稿时间:2006-06-28

Numerical analysis of construction method of Jiuhua Mountain twin-arch tunnel in Nanjing
JIN Feng-nian,JIA Jin-gang,JIANG Mei-rong,ZHOU Jian-min,WANG Bo,ZHOU Jian-nan.Numerical analysis of construction method of Jiuhua Mountain twin-arch tunnel in Nanjing[J].Rock and Soil Mechanics,2006,27(Z1):1133-1136.
Authors:JIN Feng-nian  JIA Jin-gang  JIANG Mei-rong  ZHOU Jian-min  WANG Bo  ZHOU Jian-nan
Institution:Engineering Institute of Engineering Corps, PLA Univ. of Sci. & Tech. , Nanjing 210007, China
Abstract:The process of construction of Jiuhua Mountain Twin-Arch Tunnel has been simulated with the FEM program. Two excavation methods are simulated; and the stress state and displacement of the surrounding rock during each period of construction are obtained by 2D calculation. The solution that the, three-pilot-tunnel excavation method is better, is obtained by contrasting and analyzing. This analysis provides scientific basis and technical guidance for the construction of Jiuhua Mountain Twin-Arch Tunnel.
Keywords:twin-arch tunnel  excavation method  numerical analysis  
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