Anti-crack calculation and engineering case of composite cement-soil pile wall

DOI

10.2991/iwmecs-15.2015.18How to use a DOI?

Keywords

Composite pile wall, cement-soil, anti-crack calculation, engineering case.

Abstract

The compound pile wall is a new supporting structure type. It has strong ability to reduce the pressure of water and soil. Its stiffness is between that of gravity retaining walls and cantilever-retaining pile wall. The stress of the front pile is affected by the moment of the wall, the concrete stiffness of the top of the wall, the soil settlement and resistance behind the wall, the speed of soil excavation of the front wall, the difference of water levels and the speed drops in front of and behind the wall. Based on the analysis of the above factors and project examples, the theoretical calculation and control problem of the crack about the front cement-soil wall were discussed.

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  - Huaifeng Tong
AU  - Xiaoqiang Wang
PY  - 2015/10
DA  - 2015/10
TI  - Anti-crack calculation and engineering case of composite cement-soil pile wall
BT  - Proceedings of the 2015 2nd International Workshop on Materials Engineering and Computer Sciences
PB  - Atlantis Press
SP  - 91
EP  - 94
SN  - 2352-538X
UR  - https://doi.org/10.2991/iwmecs-15.2015.18
DO  - 10.2991/iwmecs-15.2015.18
ID  - Tong2015/10
ER  -