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Bearing capacity of large footings and embankments on clays
Paper derives solution for bearing capacity of uniformly-loaded flexible surface-footing on frictionless soil exhibiting linear change in strength with depth; application of solution to stability of embankment or dam is given; in addition, effect of footing shape, depth to which base has been buried below surface and effect of upper desiccated crust is discussed; seven published case records are analyzed and reasonable agreement is found between records and proposed solution.
Bearing capacity of large footings and embankments on clays
Paper derives solution for bearing capacity of uniformly-loaded flexible surface-footing on frictionless soil exhibiting linear change in strength with depth; application of solution to stability of embankment or dam is given; in addition, effect of footing shape, depth to which base has been buried below surface and effect of upper desiccated crust is discussed; seven published case records are analyzed and reasonable agreement is found between records and proposed solution.
Bearing capacity of large footings and embankments on clays
Geotechnique
Raymond, G.P. (author)
Geotechnique ; 14
1967
10 pages
Article (Journal)
English
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