Stress Analysis of Double Row Anti-slide Pile

DOI

10.2991/icmemtc-16.2016.187How to use a DOI?

Keywords

Double raw pile; The soil between piles; Stress analysis

Abstract

Double row pile as a retaining structure in slope reinforcement and foundation pit support engineering and many other neighborhoods, it has a wide application. But due to the complexity and difference of the soil around the pile, the interaction mechanism between pile and soil is not clear. Calculated with different models and assumptions of double row pile internal force has big difference. On the basic of the former research, this paper improves the basic assumption. Analysis of the soil stress between the double row pile under the improvement basic assumption, and further analysis of the characteristic of the double row pile stress. It guides the practical application in engineering.

Copyright

© 2016, 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  - Hao Tang
PY  - 2016/04
DA  - 2016/04
TI  - Stress Analysis of Double Row Anti-slide Pile
BT  - Proceedings of the 2016 3rd International Conference on Materials Engineering, Manufacturing Technology and Control
PB  - Atlantis Press
SP  - 945
EP  - 949
SN  - 2352-5401
UR  - https://doi.org/10.2991/icmemtc-16.2016.187
DO  - 10.2991/icmemtc-16.2016.187
ID  - Tang2016/04
ER  -