Proceedings of the 2015 International Conference on Advanced Engineering Materials and Technology

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The research of the single row piles designing in deep foundation pit

Authors
Nan Lv, Hui Min Li
Corresponding Author
Nan Lv
Available Online August 2015.
DOI
10.2991/icaemt-15.2015.169How to use a DOI?
Keywords
deep foundation pit,single row pile,single fulcrum,equivalent beam method,bolt
Abstract

Single fulcrum row pile retaining its unique advantages in deep foundation excavation has been widely used. In this paper,the design with equivalent beam method of single fulcrum row piles in deep foundation pit retaining structure was analyzed.It will provide technical support for the construction.

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 2015 International Conference on Advanced Engineering Materials and Technology
Series
Advances in Engineering Research
Publication Date
August 2015
ISBN
978-94-6252-108-7
ISSN
2352-5401
DOI
10.2991/icaemt-15.2015.169How 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

risenwbib
TY  - CONF
AU  - Nan Lv
AU  - Hui Min Li
PY  - 2015/08
DA  - 2015/08
TI  - The research of the single row piles designing in deep foundation pit
BT  - Proceedings of the 2015 International Conference on Advanced Engineering Materials and Technology
PB  - Atlantis Press
SP  - 892
EP  - 895
SN  - 2352-5401
UR  - https://doi.org/10.2991/icaemt-15.2015.169
DO  - 10.2991/icaemt-15.2015.169
ID  - Lv2015/08
ER  -