Response of multilayer geosynthetic-rein
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Kousik Deb; Sarvesh Chandra; P.K. Basudhar
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Article
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2008
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Elsevier Science
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English
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In the present study, a mechanical model has been developed to study the behavior of multilayer geosynthetic-reinforced granular fill over stone column-reinforced soft soil. The granular fill and geosynthetic reinforcement layers have been idealized by Pasternak shear layer and rough elastic membran