Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/33743
Title: Experiment and numerical analysis of the progressive deformation and failure of deep cement marine clay improved with deep cement mixing column
Authors: Zhou, C
Yin, JH 
Fang, Z
Keywords: Anisotropy
Consolidation
Deep cement mixing (DCM) soil column
Finite element
Marine clay
Progressive failure
Viscoplasticity
Issue Date: 2005
Publisher: 岩土力學編輯部
Source: 岩土力學 (Rock and soil mechanics), 2005, v. 26, no. SUPPL., p. 205-208 How to cite?
Journal: 岩土力學 (Rock and soil mechanics) 
Abstract: Finite element analysis incorporated with a highly nonlinear 3-D anisotropic elastic viscoplastic (EVP) model is performed for a deep cement mixing (DCM) column improved marine clay foundation. The 3-D anisotropic EVP model is used for the unimproved soft marine clay (MC); and a hyperbolic model is used for DCM soil column before and after local failure. A simple yet workable method is presented for finite element solution to local failure induced strain softening of DCM soil column. The measured and predicted settlements and pore water pressures are compared, interpreted and discussed. Numerical results are in good agreement with measured data.
URI: http://hdl.handle.net/10397/33743
ISSN: 1000-7598
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