副教授 硕士生导师
性别: 男
毕业院校: 大连理工大学
学位: 博士
所在单位: 水利工程系
学科: 水工结构工程. 防灾减灾工程及防护工程. 工程管理
办公地点: 抗震实验大厅202
联系方式: 0411-84706429
电子邮箱: shuli@dlut.edu.cn
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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.