DocumentCode :
2007006
Title :
Notice of Retraction
Finite element analysis of foundation pit surport
Author :
Sun Xin Po ; He Siming
Author_Institution :
Landslides Dept., CAS, Chengdu, China
Volume :
4
fYear :
2010
fDate :
17-18 July 2010
Firstpage :
186
Lastpage :
189
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.

To Study the internal force and distortion rule of supporting constructure during excavation steps, surporting and so on, We compare the calculate results of FEM, “m” method and measured resultes, and found that the finite element method results draws close to the measured resultes. It shows that the finite element method may apply to the deep foundation supporting project, instruction engineering design and construction. FEM has important theory significance and application value for deep foundation design and calculation.
Keywords :
finite element analysis; foundations; supports; FEM; distortion rule; excavation step; finite element analysis; foundation pit support; internal force; FEM; distortion; endogenic force; foundation pit; supporting structure;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Environmental Science and Information Application Technology (ESIAT), 2010 International Conference on
Conference_Location :
Wuhan
Print_ISBN :
978-1-4244-7387-8
Type :
conf
DOI :
10.1109/ESIAT.2010.5568280
Filename :
5568280
Link To Document :
بازگشت