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• W2044182927 abstract "One or two layers of geosynthetic materials were placed in a sand cushion to create composite layers with improved bearing capacity over a soft-soil foundation. Four test groups are reported. The results indicate that with the provision of a geocell-reinforced sand cushion, there is a substantial reduction in settlement of the underlying soft soil. The subgrade reaction coefficient K30 is improved by 3000%, and the deformation is reduced by 44%. The surface earth pressure of the non-reinforced sand cushion is larger than that of the reinforced groups, especially for the geocell-reinforced sand cushion." @default.
• W2044182927 created "2016-06-24" @default.
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• W2044182927 date "2008-06-01" @default.
• W2044182927 modified "2023-10-06" @default.
• W2044182927 title "Model studies on geogrid- or geocell-reinforced sand cushion on soft soil" @default.
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• W2044182927 doi "https://doi.org/10.1016/j.geotexmem.2007.10.002" @default.
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