摘要
以哈尔滨地铁某区间隧道为工程背景,采用Midas-NX建立三维有限元模型,研究不同隧道埋深对地层变形的影响。指出随着隧道埋深的增大,双隧道开挖引起的土层变形也随之增大,主要是由于双隧道开挖将引起更大面积的土体扰动,难以形成上覆土拱效应。上覆土压力随隧道埋深的增加而增大,进而造成地表沉降的增大。
Based on the project of a tunnel in Harbin subway,Midas-NX was adopted to establish the three-dimensional finite element model to study the influence of the different tunnel depth on soil deformation. With the increase of the buried depth of the tunnel,the deformation of the soil layer caused by the excavation of the double tunnel also increases. It is because the double tunnel excavation caused soil disturbance of larger area,which leads it is difficult to form the overlying soil arch effect. With the increase of the buried depth of the tunnel,the overlying earth pressure increases,and causes the increase of ground settlement.
引文
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