A STUDY ON BEARING CAPACITIES OF SHALLOW FOOTINGS ON SAND

Author:

OKAMURA Mitsu1,TAKEMURA Jiro1,KIMURA Tsutomu1

Affiliation:

1. THE JAPAN SOCIETY OF CIVIL ENGINEERS

Publisher

Japan Society of Civil Engineers

Reference36 articles.

1. 1) De Beer, E. E.: Experimental determination of the shape factors and the bearing capacity factors of sand, Geotechnique, Vol. 20, No. 4, pp. 387-411, 1970.

2. 2) De Beer, E. E.: Bearing capacity and settlement of shallow foundations on sand, Proc. Symp. Bearing Capacity and Settlement of Foundations, Duke University, pp. 15-34, 1965.

3. 3) Rowe, P. W.: Progressive failure and strength of a sand mass, Proc. 7th ICSMFE, Vol. 1, pp. 341-350, 1969.

4. 4) De Beer, E. E.: The scale effect on the phenomenon of progressive rupture in cohesionless soils, Proc. 6th ICSMFE, Vol. 2, pp. 13-17, 1965.

5. 5) Yamaguchi, H., Kimura, T. and Fuji-i, N.: On the influence of progressive failure on the bearing capacity of shallow foundations in dense sand, Soils and Foundations, Vol. 16, No. 4, pp. 11-22, 1976.

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