作者: OC Zienkiewicz , DK Paul , AHC Chan , None
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摘要: This paper presents a simple procedure for modifying the dynamic coupled soil-pore fluid equations in manner which allows stable and efficient staggered solution to be used. The method is simpler than an alternative suggested by Park15 has direct physical interpretation. stabilized numerical time domain analysis of occurring earthquake consolidation problems. Numerical examples one two dimensional saturated poroelastic media demonstrate procedure.