Composite Foundation Bearing Characteristics of PHC Pile

DOI

10.2991/iceep-18.2018.43How to use a DOI?

Keywords

PHC pile, Composite foundation, Bearing characteristics

Abstract

To study the bearing characteristics of PHC pile composite foundation, base on the analysis of soft soil characteristics, according to the design parameter, the static loading test are used to test and an-alyze the bearing capacity of the composite foundation. The results show that it is feasible that using PHC pile with 400mm diameter and 11.0-30.0m length to deal with soft soil which mainly com-posed of flow plastic muddy clay, and the pile spacing is 2.0m. The composite foundation bearing capacity can reach 680Kpa, which meet the need of the corresponding project.

Copyright

© 2018, 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  - Cai-hui Zhou
AU  - An Chen
AU  - Bao Zhang
PY  - 2018/09
DA  - 2018/09
TI  - Composite Foundation Bearing Characteristics of PHC Pile
BT  - Proceedings of the 2018 7th International Conference on Energy and Environmental Protection (ICEEP 2018)
PB  - Atlantis Press
SP  - 251
EP  - 255
SN  - 2352-5401
UR  - https://doi.org/10.2991/iceep-18.2018.43
DO  - 10.2991/iceep-18.2018.43
ID  - Zhou2018/09
ER  -