文章摘要
李同禹,郭世博.隧道开挖对邻近土体位移影响的数值分析[J].安徽建筑大学学报,2013,21(6):14-20
隧道开挖对邻近土体位移影响的数值分析
Numerical analyses of tunnel-induced soil movements
  
DOI:10.11921/j.issn.2095-8382.20130604
中文关键词: 土体位移 隧道开挖 土体刚度 衬砌刚度 数值分析
英文关键词: soil movements tunneling soil stiffness concrete lining stiffness numerical model
基金项目:
作者单位
李同禹 东北电力设计院,长春130021 
郭世博 合肥工业大学土木与水利工程学院,合肥230009 
摘要点击次数: 7107
全文下载次数: 0
中文摘要:
      在城市修建地铁的过程中,隧道洞口开挖会不可避免地对隧道洞口周围的土体产生影响。采用有限差分软件FLAC3D来分析由于隧道开挖而引起的土体位移。在数值模型中,假设衬砌为线弹性材料;而土体则是由Mohr--Coulomb破坏准则控制的弹塑性材料。将采用有限差分软件计算得到的土体位移结果同采用解析法以及经验法得到的位移结果进行对比。并结合不同土层刚度以及衬砌刚度的情况,来分析以上两个因素对土体位移的影响。经过分析得到的结果表明:(1)通过有限差分软件计算得到的地表土体沉降曲线能够与采用解析法以及经验法得到的沉降曲线很好的吻合,但是采用数值方法得到的沉降曲线相对较宽并且较浅。(2)在上软下硬土层中,地表土体的最大沉降值将变大而沉降曲线将变窄;而在上硬下软土层中,地表土体的最大沉降值将变小而沉降曲线将变宽。(3)随着衬砌刚度的增大,土体的位移将会减小
英文摘要:
      It is inevitable that tunneling under the ground will cause ground movement. The finite difference analysis software FLAC3D was used to study the soil movements caused by tunneling. The model was calculated on the assumption that concrete lining was elastic. And soil which was ruled by Mohr--Coulomb failure criteria was assumed to be elastic-plastic. The answers which were given by the finite difference analysis software FLAC3D were compared with those given by analytical method and empirical method. The change of soil stiffness and concrete lining stiffness was also considered in this paper. The results which were given by the numerical model indicate that: (1)The surface settle- ment trough given by FLAC3D met well with the other two methods, but the settlement trough was a little wider and shallower. (2)The surface settlement in upper soft and lower hard strata got larger and the settlement trough became narrower; while the surface settlement in upper hard and lower soft strata got smaller and the settlement trough became larger. (3)The soil displacements may decrease with the increasing of concrete lining stiffness.
查看全文   查看/发表评论  下载PDF阅读器
关闭

分享按钮