DocumentCode :
3641242
Title :
Analysis of compacting effects of tubular pile based on unified strength criterion with parabolic failure envelope
Author :
Liu Weiping; Hu Xiaorong; Luo Xiaoyan; Fu Mingfu
Author_Institution :
School of Civil Engineering and Architecture, Nanchang University, 330031, China
fYear :
2011
fDate :
4/1/2011 12:00:00 AM
Firstpage :
1940
Lastpage :
1943
Abstract :
Based on the unified strength theory with parabolic failure envelope, the nonlinear improved expression of the two-parameter twin shear unified criterion is presented. According to the cavity expansion theory, compaction effects of the tubular pile is studied. The elasto-plastic analysis solution of the stress field and displacement field of the soil around the pile are formulated. The results show that the parameter b in unified strength theory has effects on the radius of plastic zone and the magnitude of stresses and displacement. With the increasing b, the radius of plastic zone is decreased and the radial displacement and the limit expansion pressure are increased, at the same radius, the radial stress is also increased.
Keywords :
"Rocks","Soil","Cavity resonators","Stress","Educational institutions","Civil engineering","Plastics"
Publisher :
ieee
Conference_Titel :
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Print_ISBN :
978-1-4577-0289-1
Type :
conf
DOI :
10.1109/ICETCE.2011.5775404
Filename :
5775404
Link To Document :
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