Two- and three-dimensional bearing capacity of foundations in clay

Geotechnique

Volumn 54, Issue 5, 2004, Pages 297-306

  Salgado, R ^a   Lyamin, A V ^b   Sloan, S W ^b   Yu, H S ^c  

^a PURDUE UNIVERSITY   (United States)

^b UNIVERSITY OF NEWCASTLE   (Australia)

^c UNIVERSITY OF NOTTINGHAM   (United Kingdom)

Author keywords

Bearing capacity; Clays; Design; Limit state design analysis; Numerical modelling and analysis; Theoretical analysis

Indexed keywords

BEARING CAPACITY; CLAY; COMPUTATIONAL COMPLEXITY; FINITE ELEMENT METHOD;

RECTANGULAR FOOTINGS; SHAPE FACTORS;

GEOTECHNICAL ENGINEERING;

BEARING CAPACITY; FOUNDATION; LAYER; SOIL-STRUCTURE INTERACTION;

EID: 3142780731     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2004.54.5.297     Document Type: Article

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