Bearing Capacity of Square and Circular Footings on a Finite Layer of Granular Soil Underlain by a Rigid Base-Reference-Cited by-同舟云学术

Bearing Capacity of Square and Circular Footings on a Finite Layer of Granular Soil Underlain by a Rigid Base

Published:2006-11 Issue:11 Volume:132 Page:1496-1501
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Cerato A. B.¹²,Lutenegger A. J.¹²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering and Environmental Science, Univ. of Oklahoma, Norman, OK 73019 (corresponding author).

2. Professor and Head, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts, Amherst, MA 01003.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282006%29132%3A11%281496%29

Reference16 articles.

1. ASTM. (1998). American Society for Testing and Materials annual book of ASTM standards Vol. 04.08 Soil and Rock (I) D 420–D 4914 West Conshohocken Pa.

2. Cooke R. P. (1988). “Contact stress distributions beneath a rigid circular plate resting on a cohesionless mass.” M.S. thesis Clarkson Univ. Potsdam N.Y.

3. DeBeer E. E. (1965). “The scale effect on the phenomenon of progressive rupture in cohesionless soils.” Proc. 6th Int. Conf. on Soil Mechanics and Foundation Engineering Vol. 2 No. 3–6 13–17.

4. Experimental study on footings in layered soil;Hanna A. M.;J. Geotech. Engrg. Div.,1981

5. Influence of the Foundation Width on the Bearing Capacity Factor

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