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Failure of oil storage tank founded on sensitive marine clay
Failure occurred during first loading, and analysis in terms of total stresses has been carried out; applicability of bearing capacity theories to foundations on this type of clay, particularly propositions that either bearing capacity factor, or measured strength of clay, should be reduced to allow for local shear or progressive failure effects; Skempton-Meyerhof bearing capacity factor for circular loaded areas may be used; full measured strength of clay is mobilized.
Failure of oil storage tank founded on sensitive marine clay
Failure occurred during first loading, and analysis in terms of total stresses has been carried out; applicability of bearing capacity theories to foundations on this type of clay, particularly propositions that either bearing capacity factor, or measured strength of clay, should be reduced to allow for local shear or progressive failure effects; Skempton-Meyerhof bearing capacity factor for circular loaded areas may be used; full measured strength of clay is mobilized.
Failure of oil storage tank founded on sensitive marine clay
Can Geotechnical J
Brown, J.D. (Autor:in) / Paterson, W.G. (Autor:in)
1964
10 pages
Aufsatz (Zeitschrift)
Englisch
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