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Pressures exerted by soil masses against yielding restraints are determined by theory of elasticity; specific solutions are obtained for retaining walls, trench sheeting and differentially settling bases for various boundary conditions; correlation with field and laboratory data indicates that theory of elasticity is useful in determining nature of stress distribution in soil mass with given boundary displacement conditions.
Pressures exerted by soil masses against yielding restraints are determined by theory of elasticity; specific solutions are obtained for retaining walls, trench sheeting and differentially settling bases for various boundary conditions; correlation with field and laboratory data indicates that theory of elasticity is useful in determining nature of stress distribution in soil mass with given boundary displacement conditions.
Boundary value problems of soil mechanics
ASCE -- Proc (J Soil Mechanics Foundations Div)
Finn, W.D.L. (author)
1963
34 pages
Article (Journal)
English
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