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• W2062774159 abstract "An extended model for the response of a rigid footing on a reinforced foundation bed on super soft soil is proposed by incorporating the rough membrane element into the granular bed. The super soft soil, the granular bed and the reinforcement are modeled as non-linear Winkler springs, non-linear Pasternak layer and rough membrane respectively. The hyperbolic stress-displacement response of the super soft soil and the hyperbolic shear stress-shear strain response of the granular fill are considered. The finite deformation theory is used since large settlements are expected to develop due to deformation of the super-soft soil. Parametric studies quantify the effect of each parameter on the stress-settlement response of the reinforced foundation bed, the settlement and tension profiles." @default.
• W2062774159 created "2016-06-24" @default.
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• W2062774159 date "2010-12-25" @default.
• W2062774159 modified "2023-09-25" @default.
• W2062774159 title "Response of rigid footing on reinforced granular fill over soft soil" @default.
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• W2062774159 doi "https://doi.org/10.12989/gae.2010.2.4.281" @default.
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