EFFECTS OF JOINTS ORIENTIATIONS AND THEIR COMBINATIONS ON STABILITY OF TUNNEL

摘要：

The strength of rock mass can be greatly degraded by joints, especially by joint sets cutting the rock mass into blocks, which can bring big hazards to underground excavations. Due to the complexity of underground conditions and limit of in-situ data tested, the failure mechanism of jointed rock mass is till not very clear. In this paper, the effects of joint orientations and their combinations on stability of tunnel are analyzed numerically, and the failure modes of surrounding rock mass cut by different joint sets with different orientations under different tectonic stress are also vividly shown and discussed.

作者: PENG JIA SHUHONG WANG

作者单位: School of Resources and Civil Engineering, Northeastern University, Shenyang,China

会议类型: 国际会议

会议名称: The Third International Conference on Nwe Development in Rock Mechanics and Engineering(NDRM2009)(第三届国际岩石力学与工程新进展学术会议)

会议地点: 三亚

会议语种:英文

页码: 201-206

在线出版日期: 2009-05-24（万方平台首次上网日期，不代表论文的发表时间）