黄土地层结构性强度弱化对地下结构内力的影响研究

1.西安理工大学 岩土工程研究所,陕西 西安 710048; 2.机械工业勘察设计研究院有限公司,陕西 西安 710043

结构性黄土; 局部强度弱化; 地下结构; 隧道衬砌弯矩; 有限元法

Effect of weakening structural strength in loess on the internal force of underground structure
JIANG Hao1,LI Rong-jian1,QI Chang-jun2,LI Hai-tao2,LI Jin1

(1.Institute of Geotechnical Engineering,Xi'an University of Technology,Xi'an 710048,Chian; 2.Institute of Geotechnical Investigation and Survey Ministry of Machinery Industries,Xi'an 710043,China)

structural loess; local weakening of structural strength; underground structure; lining moment of tunnel; finite element method

DOI: 10.13800/j.cnki.xakjdxxb.2015.0615

备注

黄土是一种典型的结构性土,其特殊的结构性直接影响着黄土的力学性质,为了满足黄土地区地下工程的需求,黄土结构性强度的局部弱化对隧道衬砌内力的影响应给予合理的评价。文中综述了黄土结构性与黄土隧道的研究现状,通过弹塑性有限元法分析了黄土结构强度在不同局部弱化的条件下地下结构内力变化规律。数值计算研究表明:地下结构内力不仅随着黄土结构强度弱化而改变,而且结构强度的弱化区域对隧道衬砌内力的分布有着重要影响。

Loess is a kind of typical structural soil,its special structure directly affects the mechanical properties of the loess.The impact of structural strength on the lining moment of tunnel engineering should be properly evaluated in order to meet the engineering requirement in loess area.This paper reviewed the current research of structural loess and loess tunnel,and then the variation of internal force of underground structure under the condition of the local weakening of structural strength in loess is analyzed by means of the elastic-plastic finite element method.The numerical calculation results show that the internal force of underground structure changes with the weakening of structural strength of loess,and the weakening location of structural strength plays an important role in regional distribution of the lining moment of tunnel.