Active Limit State Analysis of Soil Considering Displacement Effect of the Retaining Wall
Authors
Bin Peng, Zhijun Li, He Huang, Hanyang Liu, Lian Fan, Zecheng Chi
Corresponding Author
Bin Peng
Available Online June 2017.
- DOI
- 10.2991/gcmce-17.2017.52How to use a DOI?
- Keywords
- Active Limit State, Earth Pressure, Displacement Mode, Retaining Wall.
- Abstract
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.
- Copyright
- © 2017, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Bin Peng AU - Zhijun Li AU - He Huang AU - Hanyang Liu AU - Lian Fan AU - Zecheng Chi PY - 2017/06 DA - 2017/06 TI - Active Limit State Analysis of Soil Considering Displacement Effect of the Retaining Wall BT - Proceedings of the 2017 Global Conference on Mechanics and Civil Engineering (GCMCE 2017) PB - Atlantis Press SP - 295 EP - 299 SN - 2352-5401 UR - https://doi.org/10.2991/gcmce-17.2017.52 DO - 10.2991/gcmce-17.2017.52 ID - Peng2017/06 ER -