Proceedings of the 5th International Conference on Advanced Design and Manufacturing Engineering

Research on the Test Method of the Concrete Expanded-Plates Pile

Authors
Yongmei Qian, Qingyu Cheng, Rongzheng Zhai
Corresponding Author
Yongmei Qian
Available Online October 2015.
DOI
10.2991/icadme-15.2015.197How to use a DOI?
Keywords
The concrete expanded-plates pile (the CEP pile); Test method; The half-circle section pile; The large proportion pile
Abstract

This article discusses the current development of tests about pile foundation at home and abroad. According to the difference of test purpose and content, it is analyzed that several typical test methods of the Multi-Extruded-Expanded-Plates pile. In the article, due to the imperfections existed in the test, this article puts forward the site test method applied for the large proportion CEP pile with half-circle section, which enriches the test method of concrete pile and provides reference for other research on pile foundation.

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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Volume Title
Proceedings of the 5th International Conference on Advanced Design and Manufacturing Engineering
Series
Advances in Engineering Research
Publication Date
October 2015
ISBN
10.2991/icadme-15.2015.197
ISSN
2352-5401
DOI
10.2991/icadme-15.2015.197How to use a DOI?
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/).

Cite this article

TY  - CONF
AU  - Yongmei Qian
AU  - Qingyu Cheng
AU  - Rongzheng Zhai
PY  - 2015/10
DA  - 2015/10
TI  - Research on the Test Method of the Concrete Expanded-Plates Pile
BT  - Proceedings of the 5th International Conference on Advanced Design and Manufacturing Engineering
PB  - Atlantis Press
SP  - 1065
EP  - 1070
SN  - 2352-5401
UR  - https://doi.org/10.2991/icadme-15.2015.197
DO  - 10.2991/icadme-15.2015.197
ID  - Qian2015/10
ER  -