Research on Seismic Response of Roadbed Slope

CORC > 成都山地灾害与环境研究所 > 中国科学院水利部成都山地灾害与环境研究所 > 山地灾害与地表过程重点实验室

	Research on Seismic Response of Roadbed Slope
	Zhong Wei1,2 ; Zhang Quanwen 3
	2012
会议名称	Intelligent Computation Technology and Automation (ICICTA), 2012 Fifth International Conference on
会议日期	2012
会议地点	湖南张家界
关键词	roadbed slope dynamic response numerical simulation roadbed soil cohesion
页码	645-648
通讯作者	Zhong Wei
英文摘要	The dynamic response characteristics of highway roadbed slope under the action of seismic dynamic loading are analyzed in this paper. Furthermore, the dynamic response rules under the cohesion influence of roadbed soil are analyzed in detail. Finally, the amplification coefficient distribution of acceleration, velocity, displacement and relative displacement are comprehensively analyzed under various cohesions. And the final plastic zone is gained.
收录类别	EI
合作状况	国内
会议主办者	Res. Assoc. Intelligent Comput. Technol. Autom.; Changsha University of Science and Technology; Hunan University of Science and Technology
会议录	Intelligent Computation Technology and Automation (ICICTA), 2012 Fifth International Conference on
学科主题	岩土力学 ; 灾害学
语种	中文
ISBN号	9780769546377
内容类型	会议论文
源URL	[http://192.168.143.20:8080/handle/131551/4155]
专题	成都山地灾害与环境研究所_山地灾害与地表过程重点实验室
作者单位	1.Key Laboratory of Mountain Hazards and Surface Process, Chinese Academy of Sciences, Chengdu, Sichuan, 610041, China 2.Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu, Sichuan, 610041, China 3.Department of Civil Engineering, Southwest Jiaotong University, E'Mei Campus, Chengdu, Sichuan, 610031, China
推荐引用方式 GB/T 7714	Zhong Wei,Zhang Quanwen. Research on Seismic Response of Roadbed Slope[C]. 见:Intelligent Computation Technology and Automation (ICICTA), 2012 Fifth International Conference on. 湖南张家界. 2012.