Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/5892
Title: Settlement and tilting of footings on a viscous foundation
Authors: New York University. College of Engineering.
Kerr, Arnold D.
Keywords: Snow
Snow creep
Foundations
Elasticity
Plasticity
Viscous foundations
Mathematical models
Cold weather conditions
Publisher: Cold Regions Research and Engineering Laboratory (U.S.)
Engineer Research and Development Center (U.S.)
Series/Report no.: Research report (Cold Regions Research and Engineering Laboratory (U.S.)) ; 81.
Description: Research Report
Summary: In this paper the concept of the Pasternak foundation, consisting of the Winkler foundation with shear interactions; is extended to the case of viscous behavior. The differential equation for the vertical surface displacements W is formulated and solutions for several loading cases are worked out. Two material parameters enter the analysis: the viscosity parameter μ related to the shear deformations and ŋ a visco-compressibility parameter of the vertical foundation elements. A procedure to determine these parameters is suggested. The application of this analysis to the creep behavior of snow foundations is discussed.
URI: http://hdl.handle.net/11681/5892
Appears in Collections:CRREL Research Report

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