TY - JOUR
T1 - Two-dimensional development of the dynamic coupled consolidation scaled boundary finite-element method for fully saturated soils
AU - Hassanen, M.A.H.
AU - El-Hamalawi, A.
PY - 2007
Y1 - 2007
N2 - The scaled boundary finite-element method is a powerful tool used to analyse far-field boundary soil-structure interaction problems. In this paper, the method is extended to include Biot's coupled consolidation in order to deal with fully saturated soil as a two-phase medium. The advantages of this method are explained in this paper. The detailed formulation considers the general two-dimensional (2D) analysis case, accounting for body forces and surface tractions in both bounded and unbounded media.
AB - The scaled boundary finite-element method is a powerful tool used to analyse far-field boundary soil-structure interaction problems. In this paper, the method is extended to include Biot's coupled consolidation in order to deal with fully saturated soil as a two-phase medium. The advantages of this method are explained in this paper. The detailed formulation considers the general two-dimensional (2D) analysis case, accounting for body forces and surface tractions in both bounded and unbounded media.
KW - finite-element method
KW - coupled consolidation
KW - soil mechanics
KW - soil
UR - http://dx.doi.org/10.1016/j.soildyn.2006.05.003
U2 - 10.1016/j.soildyn.2006.05.003
DO - 10.1016/j.soildyn.2006.05.003
M3 - Article
SN - 0267-7261
VL - 27
SP - 153
EP - 165
JO - Soil Dynamics and Earthquake Engineering
JF - Soil Dynamics and Earthquake Engineering
IS - 2
ER -