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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