Application of Dynamic Reflection and Transmission Model to Stability Analysis of Layered Rock Slopes

摘要：

The study focuses on a longitudinal wave (P-wave) transmission normally across a single joint of rock slope. In order to obtain the theoretical simulation of rock slopes with seismic waves across the joint, the dynamic seismic wave propagation model is developed based on the theory of elastic wave motion. The proposed method can be extended to analyze the dynamic response of other declining joints models and incident waves with arbitrary waveforms.

关键词： dynamic response structural surface propagation property

作者: Zhenlin Chen Xiao Hu

作者单位: State Key Laboratory of Geohazard Prevention and Geoenvironment Protection ChengDu University of Tec College of Environment and Civil Engineering ChengDu University of Technology ChengDu, China

会议类型: 国际会议

会议名称: 2012 International Conference on Electric Technology and Civil Engineering(2012 电子技术与土木工程国际会议 ICETCE 2012)

会议地点: 三峡

会议语种:英文

页码: 3001-3004

在线出版日期: 2012-05-18（万方平台首次上网日期，不代表论文的发表时间）