Viscoelastic Winkler Foundation with Shear Interactionsby A.D. Kerr,
Serial Information: Journal of the Engineering Mechanics Division, 1961, Vol. 87, Issue 3, Pg. 13-30
Document Type: Journal Paper
Abstract: Concept of Pasternak-foundation, consisting of Winkler-foundation with shear interactions, is extended to case of viscoelastic behavior; formulation for vertical surface displacements due to creep and solutions for several loading cases are worked out; procedure to determine viscosity parameter and visco-compressibility parameter of vertical foundation elements; application of analysis to creep behavior of snow foundations.
Subject Headings: Foundations | Viscoelasticity | Creep | Snow loads | Parameters (statistics) | Case studies | Displacement (mechanics) | Vertical loads |
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