Vertical bearing capacity factors for conical footings on sand

Geotechnique

Volumn 52, Issue 9, 2002, Pages 687-692

  Cassidy, M J ^a   Houlsby, G T ^b  

^a UNIVERSITY OF WESTERN AUSTRALIA   (Australia)

^b UNIVERSITY OF OXFORD   (United Kingdom)

Author keywords

Bearing capacity; Numerical modelling and analysis; Offshore engineering; Sands

Indexed keywords

BEARING CAPACITY; FOOTING; FOUNDATION; SAND;

EID: 0036848873     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2002.52.9.687     Document Type: Article

References (13)

1. Vertical bearing capacity factors for circular and strip footings on Mohr-Coulomb soil
2. On the modelling of foundations for jack-up units on sand
3. Axially symmetric plastic deformation in soils. II: Indentation of ponderable soils
4. Axially symmetric deformations in soils
5. The effect of increasing strength with depth on the bearing capacity of clays
6. Theoretical analysis of the fall cone test
7. Direct solution of plasticity problems in soils by the method of characteristics
8. Calculation of stresses on shallow penetrometers and footings
9. The ultimate bearing capacity of foundations