نوع مقاله : پژوهشی
نویسندگان
دانشکده مهندسی عمران - دانشگاه صنعتی شریف
چکیده
کلیدواژهها
عنوان مقاله [English]
نویسندگان [English]
In recent decades numerical modeling of self-weight consolidation of very soft soils which has a number application in the
analysis of consolidation of dredged materials and deposited materials behind tailing dams, has attracted special attention.In this paper, by considering large strain effects and variation of permeability and compressibility of soft soils during consolidation, and employing a new technique for discretization of spatial domain during stage filling, a finite difference based computer program has been developed that is capable of modeling different scenarios of self-weight consolidation. Then the performance of the model for analyzing of practical applications has been evaluated via comparing the model results with measured values in the site as well as computer programs results that have been verified previously.
کلیدواژهها [English]
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