Proceedings of the 2017 Global Conference on Mechanics and Civil Engineering (GCMCE 2017)

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
https://doi.org/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.
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This is an open access article distributed under the CC BY-NC license.

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Proceedings
2017 Global Conference on Mechanics and Civil Engineering (GCMCE 2017)
Part of series
Advances in Engineering Research
Publication Date
June 2017
ISBN
978-94-6252-383-8
ISSN
2352-5401
DOI
https://doi.org/10.2991/gcmce-17.2017.52How to use a DOI?
Open Access
This is an open access article distributed under the CC BY-NC license.

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  - 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  - https://doi.org/10.2991/gcmce-17.2017.52
ID  - Peng2017/06
ER  -