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双线盾构地铁隧道施工地表沉降数值分析
引用本文:石杰红,钟茂华,何理,史聪灵,符泰然.双线盾构地铁隧道施工地表沉降数值分析[J].中国安全生产科学技术,2006,2(3):51-54.
作者姓名:石杰红  钟茂华  何理  史聪灵  符泰然
作者单位:中国安全生产科学研究院,北京,100029
基金项目:国家高技术研究发展计划(863计划)
摘    要:目前,中国城市地铁建设欣欣向荣,城市地下铁道往往不以单孔隧道形式出现,大多数采用水平双孔平行隧道,在盾构施工推进时,施工方式不同,对周边环境的影响也就不同。本文以某城市地铁平行盾构推进为实际工程背景,分析比较了四种不同施工方案所引起的地表沉降量,寻求其变化规律,为今后地铁设计及施工给予一定的指导。

关 键 词:双线地铁隧道  盾构  沉降  数值模拟
文章编号:1673-193X(2006)-03-0051-04
收稿时间:2006-05-10
修稿时间:2006年5月10日

Numerical simulation of ground sedimentation caused by double- tube parallel tunnels shielding constructed
SHI Jie-hong,ZHONG Mao-hua,HE Li,SHI Cong-ling,FU Tai-ran.Numerical simulation of ground sedimentation caused by double- tube parallel tunnels shielding constructed[J].Journal of Safety Science and Technology,2006,2(3):51-54.
Authors:SHI Jie-hong  ZHONG Mao-hua  HE Li  SHI Cong-ling  FU Tai-ran
Institution:China Academy of Safety Science and Technology, Beijing 100029, China
Abstract:Construction of subway in China is in the ascendant. The double - tube parallel tunnels are much popular than the single tunnel. The impact to the surroundings is different as the constructing method is different. Verified with a really subway project, the ground sedimentation is compared under four different constructing method, in order to find the law between the ground sedimentation and the method. So as to provide a theoretical basis for the metro designing and construction.
Keywords:double-tube parallel tunnels  shielding construction  sedimentation  numerical simulation
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