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新建铁路隧道下穿既有铁路施工引起的地表沉降控制标准研究
引用本文:朱正国,李兵兵,李文江,朱永全.新建铁路隧道下穿既有铁路施工引起的地表沉降控制标准研究[J].中国铁道科学,2011,32(5).
作者姓名:朱正国  李兵兵  李文江  朱永全
作者单位:1. 石家庄铁道大学土木工程学院,河北石家庄,050043
2. 河北省电力勘测设计研究院,河北石家庄,050031
基金项目:国家自然科学基金资助项目(50908153); 铁道部科技研究开发计划项目(2008G024-B)
摘    要:新建铁路隧道下穿既有铁路施工时引起地表沉降,这时对既有铁路运营安全的影响主要受控于轨道的前后高低差.采用ANSYS二维有限元方法,对新建铁路隧道下穿既有铁路工程建立数学模型,模拟计算不同最大等效应力、地质条件、隧道埋深、隧道结构形式等96种工况下的地表沉降量.并利用Peck公式回归分析得到96种工况下的沉降槽宽度系数.对模拟结果和回归结果进行数据分析,推导出沉降槽宽度系数与隧道埋深的关系式,以及地表最大沉降最与地层弹性模量、最大等效应力、隧道埋深的关系式.在此基础上,根据地表沉降曲线的正态分布规律、沉降槽宽度系数的数学意义和轨道的前后高低差管理值,推导得到新建铁路隧道下穿各等级既有铁路时的地表沉降控制标准.

关 键 词:铁路隧道  下穿施工  地表沉降  控制标准  等效应力

Study on Ground Surface Settlement Control Standard Induced by Construction of New-Built Railway Tunnel Under-Passing Existing Railway
ZHU Zhengguo,LI Bingbing,LI Wenjiang,ZHU Yongquan.Study on Ground Surface Settlement Control Standard Induced by Construction of New-Built Railway Tunnel Under-Passing Existing Railway[J].China Railway Science,2011,32(5).
Authors:ZHU Zhengguo  LI Bingbing  LI Wenjiang  ZHU Yongquan
Institution:ZHU Zhengguo1,LI Bingbing2,LI Wenjiang1,ZHU Yongquan1(1.School of Civil Engineering,Shijiazhuang Tiedao University,Shijiazhuang Hebei 050043,China,2.Hebei Electric Power Design & Research institute,Shijiazhuang Hebei 050031,China)
Abstract:Ground surface settlement occurs when the new-built railway tunnel under-passing the existing railway is constructed.At this time,the influence on the operation safety of the existing railway is mainly controlled by track irregularities.ANSYS 2-D FEM was adopted to establish the mathematical model for the engineering of new-built railway tunnel under-passing the existing railway.By which ground surface settlement was simulated under 96 conditions of different maximum equivalent stress,geological condition,b...
Keywords:Railway tunnel  Under-passing construction  Ground surface settlement  Control criterion  Equivalent stress  
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