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contributor authorA. J. Anyaegbunam
contributor authorN. N. Osadebe
contributor authorO. J. Eze-Uzomaka
date accessioned2017-05-08T21:47:05Z
date available2017-05-08T21:47:05Z
date copyrightApril 2011
date issued2011
identifier other%28asce%29gt%2E1943-5606%2E0000460.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62225
description abstractThe Westergaard expressions for stresses and displacements in a half-space of Westergaard material are shown to be invalid because the vertical shear stress does not vanish at the plane boundary of the half-space. The same inadequacy is discovered in the solution for a horizontally rigid cross-anisotropic half-space deduced from Michell’s expressions. A surprising conclusion is drawn, namely, that there is currently no exact elastic solution for the stresses and displacements in a horizontally rigid cross-anisotropic half-space. The Westergaard theory should cease to be regarded as an exact elastic solution for a problem of the theory of elasticity.
publisherAmerican Society of Civil Engineers
titleNonexistence of Solution for Horizontally Rigid Half-Space
typeJournal Paper
journal volume137
journal issue4
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000444
treeJournal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 004
contenttypeFulltext


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