A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Micro-Mechanical Modeling of Site Liquefaction and Remediation Through Cementation
A coupled continuum-discrete hydromechanical model was utilized to analyze the response of saturated deposits of loose and cemented granular soils. The fluid motion was idealized using averaged Navier-Stokes equations and the discrete element method was employed to model the solid particles. Parallel bonds were used to model the inter-particle cementations. The conducted numerical simulations were consistent with experimental observations and revealed valuable information on the mechanisms of liquefaction and failure of weakly cemented soil deposits.
Micro-Mechanical Modeling of Site Liquefaction and Remediation Through Cementation
A coupled continuum-discrete hydromechanical model was utilized to analyze the response of saturated deposits of loose and cemented granular soils. The fluid motion was idealized using averaged Navier-Stokes equations and the discrete element method was employed to model the solid particles. Parallel bonds were used to model the inter-particle cementations. The conducted numerical simulations were consistent with experimental observations and revealed valuable information on the mechanisms of liquefaction and failure of weakly cemented soil deposits.
Micro-Mechanical Modeling of Site Liquefaction and Remediation Through Cementation
Zeghal, M. (author) / El Shamy, U. (author)
Geo-Frontiers Congress 2005 ; 2005 ; Austin, Texas, United States
2005-10-09
Conference paper
Electronic Resource
English
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