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Geotechnique

Volumn 50, Issue 4, 2000, Pages 325-338

Combined loading of spudcan foundations on clay: Laboratory tests

(2) Martin, C M a Houlsby, G T b

a UNIVERSITY OF WESTERN AUSTRALIA (Australia)

b UNIVERSITY OF OXFORD (United Kingdom)

Author keywords

Bearing capacity; Footings foundations; Model tests; Off shore engineering; Plasticity; Soil structure interaction

Indexed keywords

BEARING CAPACITY; CLAY; COMPUTER SIMULATION; FINITE ELEMENT METHOD; JACK-UP RIGS; OFFSHORE DRILLING; PLASTICITY; PRODUCTION PLATFORMS; SOIL STRUCTURE INTERACTIONS; SOIL TESTING; STRUCTURAL LOADS;

CIRCULAR FOOTING; JACK UP DRILLING PLATFORMS; SOIL ELEMENT CONSECUTIVE LAWS; SPUDCAN FOUNDATIONS; WORK HARDENING PLASTICITY THEORY;

UNDERWATER FOUNDATIONS;

BEARING CAPACITY; CLAY; FOUNDATION; OFFSHORE PLATFORM;

BEARING CAPACITY; CLAY; DISPLACEMENT; FOUNDATION; LOADING; OFFSHORE ENGINEERING; PLASTICITY;

EID: 0034253833 PISSN: 00168505 EISSN: None Source Type: Journal
DOI: 10.1680/geot.2000.50.4.325 Document Type: Article

Times cited : (153)

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