Analysis of ultimate bearing capacity of foundations by elastoplastic FEM through step loading

Yantu Lixue/Rock and Soil Mechanics

Volumn 26, Issue 3, 2005, Pages 500-504

  Deng, Chu Jian ^a   Kong, Wei Xue ^a   Zheng, Ying Ren ^a  

^a ARMY ENGINEERING UNIVERSITY OF PLA   (China)

Author keywords

Associated flow rule; FEM; Non associated flow rule; Plane strain; Step loading; Ultimate bearing capacity of foundations; Yield criterion

Indexed keywords

BEARING CAPACITY; ELASTOPLASTICITY; FINITE ELEMENT METHOD; GEOTECHNICAL ENGINEERING; LOADING;

ASSOCIATED FLOW RULE; NONASSOCIATED FLOW RULE; PLANE STRAIN; PRANDTL EXAMPLE; STEP LOADING; ULTIMATE BEARING CAPACITY; YIELD CRITERION;

FOUNDATIONS;

EID: 17944363455     PISSN: 10007598     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (4)

1. ZHANG Lu-yu, SHI Wei-min, ZHENG Ying-ren. The slope stability analysis by FEM under plane strain conditions[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(4): 487-490.
2. ZHAO Shang-yi, ZHENG Ying-ren, SHI Wei-min, et al. Analysis on safety factor of slope by strength reduction FEM[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(3): 343-346.
3. ZHENG Ying-ren, WANG Jing-lin, ZHU Xiao-kang. Discussion on velocity solution of slip line theory for geotechnical materials [J]. Journal of Hydraulic Engineering, 2001, (6): 1-7.