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

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/).

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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  -