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Load-carrying capacity of edge-loaded foundation slab clamped along edges
Lower-bound analysis of edge-loaded rectangular slab with partial or full fixity at edges and subjected to soil pressure defined in general manner to cover variation from purely cohesive to purely cohesionless states; solution is compared with yield-line analysis for wide range of geometrical and soil pressure parameters; solution for problem of fully clamped rectangular slab subjected to uniformly distributed load is derived as particular case of solution. (23710)
Load-carrying capacity of edge-loaded foundation slab clamped along edges
Lower-bound analysis of edge-loaded rectangular slab with partial or full fixity at edges and subjected to soil pressure defined in general manner to cover variation from purely cohesive to purely cohesionless states; solution is compared with yield-line analysis for wide range of geometrical and soil pressure parameters; solution for problem of fully clamped rectangular slab subjected to uniformly distributed load is derived as particular case of solution. (23710)
Load-carrying capacity of edge-loaded foundation slab clamped along edges
Bldg Sci
Reddy, D.V. (author) / Narayanan, T. (author)
Building Science ; 3
1968
7 pages
Article (Journal)
Electronic Resource
English
© Metadata Copyright Elsevier B. V. All rights reserved.
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