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A Rational Approach to the Design of Vertical Drains Considering Soil Disturbance
This paper presents analytical solutions for the rate of consolidation by prefabricated vertical drains (PVDs) that take into account the properties of soft, clayey soils, the disturbance in the soil surrounding the PVD caused by the installation process, and PVD dimension and spacing. A particular feature of the analysis is that it rigorously takes into account the spatial variability of the soil hydraulic conductivity of the disturbed soil mass around the PVD. Design charts are developed based on the analytical solutions that can be used to determine PVD spacing without requiring any iteration. A numerical example is provided that illustrates the design procedure.
A Rational Approach to the Design of Vertical Drains Considering Soil Disturbance
This paper presents analytical solutions for the rate of consolidation by prefabricated vertical drains (PVDs) that take into account the properties of soft, clayey soils, the disturbance in the soil surrounding the PVD caused by the installation process, and PVD dimension and spacing. A particular feature of the analysis is that it rigorously takes into account the spatial variability of the soil hydraulic conductivity of the disturbed soil mass around the PVD. Design charts are developed based on the analytical solutions that can be used to determine PVD spacing without requiring any iteration. A numerical example is provided that illustrates the design procedure.
A Rational Approach to the Design of Vertical Drains Considering Soil Disturbance
Basu, Dipanjan (Autor:in) / Basu, Prasenjit (Autor:in) / Prezzi, Monica (Autor:in)
Geo-Congress 2013 ; 2013 ; San Diego, California, United States
Sound Geotechnical Research to Practice ; 550-565
25.02.2013
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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