Active Limit State Analysis of Soil Considering Displacement Effect of the Retaining Wall

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	Active Limit State Analysis of Soil Considering Displacement Effect of the Retaining Wall
	Peng, Bin 1; Li, Zhijun 1; Huang, He 1; Liu, Hanyang 1; Fan, Lian 1; Chi, Zecheng 2
	2017
会议日期	JUN 24-25, 2017
会议地点	Guangzhou, PEOPLES R CHINA
关键词	Active Limit State Earth Pressure Displacement Mode Retaining Wall
卷号	132
页码	295-299
英文摘要	The earth pressure of the retaining wall is related to the displacement mode. The displacement mode determines the characteristics of the progressive failure forms. Based on the analysis of the possible displacement modes of the rigid retaining wall, the active yield characteristics and the progressive development model of the post-wall soil under different displacement modes of the retaining wall are quantitatively analyzed by means of finite element method. The relationship between the limit state and the wall displacement is proposed, and the criterion of the ultimate active earth pressure state is put forward.
会议录	PROCEEDINGS OF THE 2017 GLOBAL CONFERENCE ON MECHANICS AND CIVIL ENGINEERING (GCMCE 2017)
会议录出版者	ATLANTIS PRESS
会议录出版地	PARIS
语种	英语
WOS研究方向	Engineering
WOS记录号	WOS:000426677300052
内容类型	会议论文
源URL	[http://119.78.100.198/handle/2S6PX9GI/4938]
专题	岩土力学所知识全产出_会议论文
作者单位	1.Hubei Elect Power Survey & Design Inst ; 2.Chinese Acad Sci, Inst Rock & Soil Mech
推荐引用方式 GB/T 7714	Peng, Bin,Li, Zhijun,Huang, He,et al. Active Limit State Analysis of Soil Considering Displacement Effect of the Retaining Wall[C]. 见:. Guangzhou, PEOPLES R CHINA. JUN 24-25, 2017.