Response of three-dimensional partially saturated layered half-space to the transient loading

	Response of three-dimensional partially saturated layered half-space to the transient loading
	Kong, LW; Yuan, JX
	1997
会议日期	NOV 02-07, 1997
会议地点	WUHAN, PEOPLES R CHINA
页码	331-336
英文摘要	Based on the fundamental equations of elastodynamic and Blot's consolidation theory, the response of partially saturated layered half-space to the axisymmetric transient loading acting on the surface are derived from the linear differential equations by a direct method, in which the Laplace-Hankel mixed transforms and transfer matrix method are employed in this paper. The time-domain solutions of stress and deformation are obtained by the presented method, moreover, the pore water pressure at the saturated underlying half-space are also studied. It shows the potential application to solve dynamic problem of multi-layered foundation.
会议录	COMPUTER METHODS AND ADVANCES IN GEOMECHANICS, VOL 1
会议录出版者	A A BALKEMA PUBLISHERS
会议录出版地	LEIDEN
语种	英语
WOS研究方向	Engineering
WOS记录号	WOS:000072707800037
内容类型	会议论文
源URL	[http://119.78.100.198/handle/2S6PX9GI/4293]
专题	岩土力学所知识全产出_会议论文
作者单位	Chinese Acad Sci, Inst Rock & Soil Mech
推荐引用方式 GB/T 7714	Kong, LW,Yuan, JX. Response of three-dimensional partially saturated layered half-space to the transient loading[C]. 见:. WUHAN, PEOPLES R CHINA. NOV 02-07, 1997.