Ultimate bearing capacity of rigid footing under eccentric vertical load
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference33 articles.
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2. Bearing capacity analysis of a normally consolidated clay foundation;Asaoka;Soils Found.,1987
3. Coupling analyses of limiting equilibrium state for normally consolidated and lightly overconsolidated soils;Asaoka;Soils Found.,1990
4. Failure envelopes and plastic potentials for eccentrically loaded surface footings on undrained soil;Fraser Bransby;Int. J. Numer. Anal. Methods Geomech.,2001
5. Displacements of footings on sand under eccentric and inclined loads;Georgiadis;Can. Geotech. J.,1988
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4. RIGID-PLASTIC FINITE ELEMENT ANALYSIS FOR ULTIMATE BEARING CAPACITY OF SPREAD FOUNDATION PIER AFTER LOCAL SCOURING;Japanese Journal of JSCE;2024
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