Seismic Bearing Capacity and Settlements of Foundations

Field and laboratory observations of seismic settlements of shallow foundations on granular soils that are not attributable to changes in density or liquefaction are explained in terms of seismic degradation of bearing capacity. Limit analysis using a Coulomb-type mechanism including inertial forces...

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Veröffentlicht in:	Journal of geotechnical engineering 1993-04, Vol.119 (4), p.662-674
Hauptverfasser:	Richards, R, Elms, D. G, Budhu, M
Format:	Artikel
Sprache:	eng
Schlagworte:	540250 - Environment, Terrestrial- Site Resource & Use Studies- (1990-) Applied sciences BUILDINGS Buildings. Public works DEFORMATION DYNAMIC LOADS ENGINEERING GEOLOGY ENVIRONMENTAL SCIENCES Exact sciences and technology FAILURES FOUNDATIONS GEOLOGY INDUSTRIAL PLANTS MATERIALS TESTING MECHANICAL STRUCTURES MECHANICAL TESTS MECHANICS SEISMIC EFFECTS SEISMIC EVENTS SITE CHARACTERIZATION SOIL MECHANICS SOIL-STRUCTURE INTERACTIONS SOILS STATIC LOADS Stresses. Safety Structural analysis. Stresses SUPPORTS TECHNICAL PAPERS TESTING
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