Soft ground improvement via vertical drains and vacuum assisted preloading
نویسندگان
چکیده
منابع مشابه
Environmental sustainability of soft soil improvement via vacuum and surcharge preloading
Due to environmental concerns, sustainable ground improvement is considered a critical part of modern infrastructure development. Current policy on environmental sustainability often expects noise-free, chemical-free, and low carbon emission processes, while being economical. In this context, the application of prefabricated vertical drains (PVD) with vacuum preloading is regarded as one of the...
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Preloading and Prefabricated Vertical Drains (PVD) is a ground improvement technique used to increase the consolidation process of clayey soils by means of shortening the drainage path. This paper discusses a case study of a road construction where a part of road alignment goes through a low laying water logged area. Primary consolidation of soft clay will continue for longer period of time aft...
متن کاملImprovement of soft clays using vacuum-assisted consolidation method
In this study, the analytical modeling of one-dimensional consolidation by vertical drains with vacuum preloading considering both vertical and horizontal drainage is presented. In this method, the total degree of consolidation based on excess pore water pressure dissipation is related to the time factor (Th), drain configuration and anisotropic soil permeability. The analytical predictions are...
متن کاملAnalysis of Radial Vacuum-Assisted Consolidation Using 3D Finite Element Method
In this study, a 3D numerical modelling of a single vertical drains consolidation incorporating vacuum preloading considering both vertical and horizontal drainage is presented. The effects of nonlinear soil compressibility, varying permeability and vacuum pressure distribution along the drain are examined through the dissipation of average excess pore pressure and associated settlement. A sele...
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ژورنال
عنوان ژورنال: Geotextiles and Geomembranes
سال: 2012
ISSN: 0266-1144
DOI: 10.1016/j.geotexmem.2011.01.004