A plasticity model for the behaviour of footings on sand under combined loading

Geotechnique

Volumn 52, Issue 2, 2002, Pages 117-129

  Houlsby, G T ^a   Cassidy, M J ^b  

^a UNIVERSITY OF OXFORD   (United Kingdom)

^b UNIVERSITY OF WESTERN AUSTRALIA   (Australia)

Author keywords

Footings foundations; Model tests; Numerical modelling and analysis; Offshore engineering; Plasticity; Sands

Indexed keywords

DATABASE SYSTEMS; FOUNDATIONS; PLASTICITY; SAND;

RIGID CIRCULAR FOOTINGS;

GEOTECHNICAL ENGINEERING;

FOOTING; JACK UP PLATFORM; LOADING TEST; MODEL TEST; PLASTICITY; SAND;

EID: 0036521660     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2002.52.2.117     Document Type: Article

References (23)

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5. The plastic response of circular footings on sand under general planar loading
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9. Settlements of shallow foundations on sand
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11. The stability of short pier foundations in sand
12. The effects of displacements on the stability of jackup spudcan foundations
13. Time domain simulation of jack-up dynamics with the extremes of a Gaussian process
14. A new model for the kinematics of large ocean waves: Applications as a design wave
15. Analysis of ultimate loads of shallow foundations