Scale effect of strip and circular footings resting on dense sand

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 127, Issue 7, 2001, Pages 613-621

  Zhu, F ^a   Clark, J I ^a   Phillips, R ^a  

^a MEMORIAL UNIVERSITY OF NEWFOUNDLAND   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; FRICTION; NUMERICAL ANALYSIS; SAND; STRESS ANALYSIS; STRUCTURAL ANALYSIS;

CIRCULAR FOOTINGS; STRESS-DEPENDENT FRICTIONS;

SOIL STRUCTURE INTERACTIONS;

BEARING CAPACITY; FOOTING; FOUNDATION; SAND; SCALE EFFECT;

EID: 0035398754     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2001)127:7(613)     Document Type: Article

References (24)

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3. Sur le terme de surface dans le calcul des fondations en milieu pulverulent
4. The settlement and bearing capacity of very large foundations on strong soils: The 1996 R. M. Hardy lecture
5. Bearing capacity and settlement of shallow foundations on sand
6. Experimental determination of the shape factors and bearing capacity factors of sand
7. Stress characteristics for bearing capacity in sand using a critical state model
8. Scale and boundary effects in foundation analysis
9. A revised and extended formula for bearing capacity
10. Contact pressure of a rigid circular foundation
11. y for circular and rectangular footings
12. Theoretical bearing capacity of very shallow footings
13. Some recent research on the bearing capacity of foundations
14. Experimental and analytical studies on bearing capacities of rectangular footings on sand
15. Cambridge geotechnical centrifuge operations
16. Centrifuges in modeling: Principles and scale effects
17. Ultimate loads and settlements of deep foundation
18. Analysis of ultimate loads of shallow foundations
19. Bearing capacity of ring foundations under vertical load