DocumentCode
2220077
Title
The Finite Element Analysis of Cantilever Support in Foundation Pit
Author
Xin, Liu Hui ; Ping, Qi ; Hua, Zhang Bao
Author_Institution
Dept. of Water Conservancy & Electr., Power Hebei Univ. of Engineerin Handan Hebei Province, Handan
Volume
3
fYear
2008
fDate
19-21 Dec. 2008
Firstpage
279
Lastpage
282
Abstract
In this paper, cantilever support system of foundation pit is analyzed by ANSYS which is the large scale general software of finite element analysis, the stress and displacement of foundation pit and support system are available from ANSYS. According to a foundation pit project in Handan, on the basis of the finite element analysis results, traditional method is adopted to design and calculate the foundation pit support. Compared the two results, the suitability of ANSYS in analyzing cantilever support of the foundation pit is testified. During the process of the calculation and analysis, the size, displacement, shear stress and moment of the pile are calculated by traditional method after excavation; the main factor affect the displacement of the pile are analyzed; the initial soil stress is simulated and introduced in the analysis; the birth and death element are adopted to simulate the excavation of the foundation pit; contact element is adopted to simulate the contact surface of the pile and soil.
Keywords
cantilevers; finite element analysis; foundations; shear strength; soil; stress effects; structural engineering; supports; ANSYS analysis; buildings; cantilever support system; finite element analysis; foundation pit project; piles; shear stress; soil stress; Analytical models; Buildings; Civil engineering; Finite element methods; Floors; Information management; Innovation management; Soil; Stress; Testing; birth and death element; cantilever pile; contact element; finite element analysis; initial stress;
fLanguage
English
Publisher
ieee
Conference_Titel
Information Management, Innovation Management and Industrial Engineering, 2008. ICIII '08. International Conference on
Conference_Location
Taipei
Print_ISBN
978-0-7695-3435-0
Type
conf
DOI
10.1109/ICIII.2008.165
Filename
4737775
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