Finite element analysis of the stability of a vertical cut using an anisotropic soil model
作者:
P. K. Banerjee,
A. S. Kumbhojkar,
N. B. Yousif,
期刊:
Canadian Geotechnical Journal
(NRC Available online 1988)
卷期:
Volume 25,
issue 1
页码: 119-127
ISSN:0008-3674
年代: 1988
DOI:10.1139/t88-012
出版商: NRC Research Press
数据来源: NRC
摘要:
A finite element (FE) analysis of the field test excavation in Welland Clay is performed using an anisotropic soil behavior model. This paper describes the model, FE formulation, and transient effective stress stability analysis, and compares FE results with the field measurements. The analysis reflects the postexcavation decrease in the factor of safety with time and predicts the failure of the slope along the observed failure surface. The parametric study shows that the time to failure is a function of the pore pressure boundary conditions at the excavation surface and affects the transient factor of safety.Key words: constitutive relations, excavations, finite element, plasticity models, pore pressure, soil anisotropy, stability.
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