Study of the Propagation Rules of Stress Wave in Bedding Rock Slope

被引:0
作者
Wang, Zhide [1 ]
Zhou, Xiong [1 ]
Zheng, Rui [1 ]
Xia, Yuanyou [1 ]
机构
[1] Wuhan Univ Technol, Civil Engn & Architecture Sch, Wuhan, Peoples R China
来源
MATERIAL SCIENCE, CIVIL ENGINEERING AND ARCHITECTURE SCIENCE, MECHANICAL ENGINEERING AND MANUFACTURING TECHNOLOGY II | 2014年 / 651-653卷
关键词
Stress wave; Bedding rock slope; Dynamic response analysis; Discrete element;
D O I
10.4028/www.scientific.net/AMM.651-653.1266
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
After analyzing the propagation of stress wave at different angles of inclination, strength parameters and the group number of structural plane. The results of research are summarized as follows: Due to the change of propagation direction in structural planes with different angles of inclination, the original propagation rule of stress wave changes too, the peak velocity of the monitory point gets relatively flat as the strength parameters of structural plane turn greater. Stress wave repeatedly refracts and reflects in many groups of structural plane, then the appropriate dynamic characteristics of the wave no longer maintains as the number of group increases or decreases. By analyzing and verifying the slope instance, the test result provides a reference for studying dynamic response rules.
引用
收藏
页码:1266 / 1270
页数:5
相关论文
共 5 条
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