DocumentCode
2661038
Title
Notice of Retraction
Study on behaviors of lengthy pile in two-layer soil
Author
FuLing Liu
Author_Institution
Sch. of Civil Eng., Henan Univ. of Urban Constr., Pingdingshan, China
Volume
6
fYear
2010
fDate
16-18 April 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.
Despite the long piles have been widely used, but this type of foundation of the load transfer mechanism is still unclear so far, long pile design calculation based upon the theory of ordinary pile, has not yet realistic calculation. Super-long pile is not the current standard design method based on super-long pile load-bearing deformation mechanism based on in-depth study, there is the contradiction between theory and practice, therefore, to carry out super-long pile bearing properties study and propose a reasonable long pile design approach is not only a theory, the need for self-development, but is also an urgent requirement engineering. In this paper, finite element model of long piles in homogeneous soil bearing characteristics.
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.
Despite the long piles have been widely used, but this type of foundation of the load transfer mechanism is still unclear so far, long pile design calculation based upon the theory of ordinary pile, has not yet realistic calculation. Super-long pile is not the current standard design method based on super-long pile load-bearing deformation mechanism based on in-depth study, there is the contradiction between theory and practice, therefore, to carry out super-long pile bearing properties study and propose a reasonable long pile design approach is not only a theory, the need for self-development, but is also an urgent requirement engineering. In this paper, finite element model of long piles in homogeneous soil bearing characteristics.
Keywords
deformation; finite element analysis; foundations; soil; finite element model; foundation; lengthy pile behaviors; load transfer mechanism; super-long pile load-bearing deformation mechanism; two-layer soil; Contact resistance; Finite element methods; Friction; Geometry; Immune system; Performance analysis; Shafts; Soil; Stress; Surface resistance; Long pile; bearing characteristic; finite element method (FEM); homogeneous soil;
fLanguage
English
Publisher
ieee
Conference_Titel
Computer Engineering and Technology (ICCET), 2010 2nd International Conference on
Conference_Location
Chengdu
Print_ISBN
978-1-4244-6347-3
Type
conf
DOI
10.1109/ICCET.2010.5486036
Filename
5486036
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