Reappraisal of size effect of bearing capacity from plastic solution

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 127, Issue 3, 2001, Pages 275-281

  Ueno, Katsutoshi ^a   Miura, Kinya ^b   Kusakabe, Osamu ^c   Nishimura, Migitoshi ^d  

^a UNIVERSITY OF TOKUSHIMA   (Japan)

^b ASIAN INSTITUTE OF TECHNOLOGY   (Thailand)

^c TOKYO INSTITUTE OF TECHNOLOGY   (Japan)

^d Kaihatsu Koei Co Ltd   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; CENTRIFUGES; ESTIMATION; INTERNAL FRICTION; PLASTICS; SAND; STRESS ANALYSIS;

PLASTIC SOLUTIONS;

GEOTECHNICAL ENGINEERING;

BEARING CAPACITY; FOOTING; FRICTION; SAND;

EID: 0035277201     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2001)127:3(275)     Document Type: Article

References (20)

1. Ultimate bearing capacity of a foundation lying on the surface of a cohesionless soil
2. The scale effect in the transposition of the results of deep sounding tests on the ultimate bearing capacity of piles and caisson foundations
3. Scale and boundary effects in foundation analysis
4. An investigation on the bearing capacity of shallow footings on sand
5. Bearing capacities by plasticity theory
6. Large-scale loading tests of shallow footing in pneumatic caisson
7. Υ for circular and rectangular footings
8. Strength parameters for bearing capacity of sand
9. Determination of the theory of plasticity of the bearing capacity of continuous footings on sand
10. Confining stress dependency of mechanical properties of sands
11. Centrifuge tests on scale effect of bearing capacity
12. Variation in bearing capacity factors of dense sand assessed by model loading tests
13. Prediction of ultimate bearing capacity of surface footings with regard to size effect
14. Influence of initial conditions on bearing characteristics of sand
15. Chapter 7, Soil Plasticity