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发布时间：2019-05-24

论文类型：期刊论文

发表时间：2016-01-01

发表刊物：Electronic Journal of Geotechnical Engineering

收录刊物：EI

卷号：21

期号：5

页面范围：2003-2011

摘要：The safety of mountain tunnels located in regions of high seismic intensity in recent earthquakes has been questioned. To sufficiently analyze the influence of high geo-stress conditions on tunnels under earthquake excitation, a series of numerical models corresponding to each condition were built based on a western tunnel project. Considering the uncertainty of the geo-stress value due to inevitable error of sampling, several work conditions corresponding to each value were computed and compared. Sensitivity analyses indicate that the horizontal geo-stresses cause shear action on the tunnel linear. If the lateral pressure coefficient of geo-stress exceeds a certain value, the tunnel linear possibly will be damaged. In addition, a geo-stress impact factor was proposed to reflect the influence of geo-stress on the dynamic response of mountain tunnel. It is found that effect of geo-stress plays an important role in the deep-buried tunnels than in shallow-buried tunnels. © 2016 ejge.