DocumentCode
2616937
Title
The Finite Element Analysis of Pile-Anchor Support System in Foundation Pit
Author
Liu Huixin ; Qi Ping ; Zhou Qunli
Author_Institution
Dept. of Water Conservancy & Electr. Power, Hebei Univ. of Eng., Handan, China
Volume
1
fYear
2009
fDate
21-22 May 2009
Firstpage
131
Lastpage
134
Abstract
In this paper, pile-anchor support system of foundation pit is analyzed by ANSYS, which is the large scale general finite element analysis software. The stress and displacement of foundation pit and support system are available from ANSYS. On the basis of the finite element analysis results, traditional method is adopted to design and calculate the support system. Comparing the two results, the suitability of ANSYS in analyzing pile-anchor support of the foundation pit is testified. During the process of the analysis, according to the similarity of the soil condition, soil layers are simplified into two layers. The initial soil stress is simulated and introduced in the analysis, birth and death element is adopted to simulate the excavation of the foundation pit, the contact element is adopted to simulate the contact surface of the pile and soil, anchor and soil.
Keywords
anchors; finite element analysis; foundations; soil; stress effects; ANSYS software; birth-and-death element; finite element analysis; foundation pit displacement; foundation pit stress; pile-anchor support system; soil layer stress; Analytical models; Buildings; Finite element methods; Floors; Information analysis; Power engineering and energy; Soil; Stress; Testing; Water conservation; birth and death element; contact element; finite element analysis; initial stress; pile and anchor support;
fLanguage
English
Publisher
ieee
Conference_Titel
Information and Computing Science, 2009. ICIC '09. Second International Conference on
Conference_Location
Manchester
Print_ISBN
978-0-7695-3634-7
Type
conf
DOI
10.1109/ICIC.2009.40
Filename
5169557
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