Research on Influences of Retaining Wall Draining Capacity on Stability of Reservoir Bank Slope Retaining Wall

DOI

10.2991/iccet-15.2015.124How to use a DOI?

Keywords

Slope retaining wall,Draining capacity,Stability;Saturation,Displacement of retaining wall.

Abstract

Taking one typical reservoir bank slope as example, do comparative analysis on internal force and displacement of slope under different draining conditions through utilizing finite element software ABAQUS. Analysis results show that thrust of slope on retaining wall obviously increases with the lengthening of rainfall time interval without draining. Horizontal displacement also presents different levels of increasing along wall height. Finally it proposes suggestions on stability measures of retaining wall thus providing references for the design, construction and maintenance of draining capacity of reservoir bank slope retaining wall.

Copyright

© 2015, 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  - Yisong Zhang
AU  - Liming Wu
AU  - Zijian Wang
AU  - Guojun Lv
PY  - 2015/11
DA  - 2015/11
TI  - Research on Influences of Retaining Wall Draining Capacity on Stability of Reservoir Bank Slope Retaining Wall
BT  - Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015
PB  - Atlantis Press
SP  - 663
EP  - 667
SN  - 2352-5401
UR  - https://doi.org/10.2991/iccet-15.2015.124
DO  - 10.2991/iccet-15.2015.124
ID  - Zhang2015/11
ER  -