Review process with very soft soils consolidation Weighted Numerical Modeling

Numerical modeling of very soft soil layers consolidate under the weight of that material in the consolidation nalysis And consolidation of dredged material discharged in the tailings dams is used, over several decades Recent special attention has been. In this paper, taking into account the effects of large strain and permeability changes and compactibility Loose soil layers during consolidation, applying finite difference method to solve, and use a New method for interval Mjzasazy place during periods of filling, a Computer, formodeling the different conditions is produced by the weight consolidation process. Then through Comparison of model results with field values and the results were Shtsnjy computer, programs, Performance analysis of real problems in the model has beenvaluated. Numerical modeling of very soft soil layers consolidate under the weight of that material in the solidation analysis And consolidation of dredged material discharged in the tailings dams is used, over several decades Recent special attention has been. In this paper, taking into account the effects of large strain and permeability changes and compactibility Loose soil layers during consolidation, applying finite difference method to solve, and use a New method for interval Mjzasazy place during periods of filling, a Computer, for modeling the different conditions is produced by the weight consolidation process. Then through Comparison of model results with field values and the results were Shtsnjy computer, programs, Performance analysis of real problems in the model has been valuated.