DocumentCode
532200
Title
Notice of Retraction
Numerical analysis of soil arching effects of anti-sliding pile
Author
Liu Qiu-chang ; Zhang Jian-wei
Author_Institution
North China Univ. of Water Resources & Electr. Power, Zhengzhou, China
Volume
5
fYear
2010
fDate
22-24 Oct. 2010
Abstract
Notice of Retraction
After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.
We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.
The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.
Through the analysis of the mechanism of soil arching effects of anti-sliding pile, using the plane finite element method, detailed analysis of the factors affecting soil arching effect, the results show: it is suitable when the space between two adjacent piles is 2.5-3.5 times than the pile diameter; the larger the pile diameter is, the less obvious soil arching effect is, as the increase of the pile diameter pile load sharing ratio decreases while soil load sharing ratio increases; the greater soil internal friction angle, the more pile load sharing ratio and the more obvious soil arching effect is; cohesion has little effect on the soil arching effect.
After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.
We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.
The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.
Through the analysis of the mechanism of soil arching effects of anti-sliding pile, using the plane finite element method, detailed analysis of the factors affecting soil arching effect, the results show: it is suitable when the space between two adjacent piles is 2.5-3.5 times than the pile diameter; the larger the pile diameter is, the less obvious soil arching effect is, as the increase of the pile diameter pile load sharing ratio decreases while soil load sharing ratio increases; the greater soil internal friction angle, the more pile load sharing ratio and the more obvious soil arching effect is; cohesion has little effect on the soil arching effect.
Keywords
finite element analysis; foundations; geotechnical engineering; sliding friction; soil; structural engineering; antisliding pile; finite element method; numerical analysis; soil arching effects; soil internal friction angle; soil load sharing ratio; Soil; finite element; load sharing ratio; the numerical analysis; the soil arching effect;
fLanguage
English
Publisher
ieee
Conference_Titel
Computer Application and System Modeling (ICCASM), 2010 International Conference on
Conference_Location
Taiyuan
Print_ISBN
978-1-4244-7235-2
Type
conf
DOI
10.1109/ICCASM.2010.5620129
Filename
5620129
Link To Document