On the influence of progressive failure on the bearing capacity of shallow foundations in dense sand

Author:

Yamaguchi Hakuju,Kimura Tsutomu,Fuji-I Nariaki

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference17 articles.

1. Some experiments on the influence of strain conditions on the strength of sand;Cornforth;Geotechnique,1964

2. Bearing capacity and settlement of shallow foundations on sand;De Beer,1965

3. The scale effect on the phenomenon of progressive rupture in cohesionless soils;De Beer;Proc. 6 th I. C. S. M. F. E.,1965

4. The behaviour of particulate materials under stress;El-Sohby,1964

5. Scale boundary effects in foundation analysis;Graham;Proc.. ASCE,1971

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