中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Active Limit State Analysis of Soil Considering Displacement Effect of the Retaining Wall

文献类型:会议论文

作者Peng, Bin1; Li, Zhijun1; Huang, He1; Liu, Hanyang1; Fan, Lian1; Chi, Zecheng2
出版日期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
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.

入库方式: OAI收割

来源:武汉岩土力学研究所

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