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On a new method of analysis of an elastic foundation by means of two foundation constants
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The article was published on 1954-01-01 and is currently open access. It has received 445 citations till now. The article focuses on the topics: Foundation (engineering).read more
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A critical review on idealization and modeling for interaction among soil–foundation–structure system
Sekhar Chandra Dutta,Rana Roy +1 more
TL;DR: The present study makes an attempt to gather the possible alternative models available in the literature for the soil–foundation–structure interaction system with computational validity, efficiency and accuracy needed in improved design of important structures.
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A study of a new foundation model
TL;DR: In this article, the authors proposed a new foundation model consisting of two spring layers interconnected by a shear layer, which reduced the number of foundation constants to an absolutely necessary minimum, by considering the dependence of the constants of the upper and lower spring layers.
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A novel quasi-3D hyperbolic theory for free vibration of FG plates with porosities resting on Winkler/Pasternak/Kerr foundation
TL;DR: In this article, a quasi-3D hyperbolic theory is presented for the free vibration analysis of functionally graded (FG) porous plates resting on elastic foundations by dividing transverse displacement into bending, shear, and thickness stretching parts.
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Small scale effect on the buckling analysis of single-layered graphene sheet embedded in an elastic medium based on nonlocal plate theory
Santosh Pradhan,Tony Murmu +1 more
TL;DR: In this article, the buckling behavior of single-layered graphene sheet (SLGS) embedded in an elastic medium is investigated and numerical solutions for buckling loads of SLGS are obtained.
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A mixed method for bending and free vibration of beams resting on a Pasternak elastic foundation
TL;DR: In this article, a mixed method combining the state space method and the differential quadrature method is proposed for bending and free vibration of arbitrarily thick beams resting on a Pasternak elastic foundation.