Title: Case Study of Large Area Soft Soil Foundation Consolidation by No-sand Cushion Vacuum Preloading Method
Abstract: Combining with the application of the no-sand cushion vacuum preloading method used in 373 200 m2 of hydraulic filling field in 3# area of 2 tender reach in Dingshan Reclamation Zone of Wenzhou,the process of design and operation of the method is introduced here.Based on the analyses of the foundation settlement,pore pressure,static cone penetration test and vane shear test data,its reinforcement effect for soft soil foundation is evaluated.This study shows that the no-sand cushion vacuum preloading method is an efficient tool for the consolidation of highly compressive soft soil foundation with a large area,and could achieve a desired effect.
Publication Year: 2012
Publication Date: 2012-01-01
Language: en
Type: article
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