Undrained Bearing Capacity of Two-Strip Footings on Spatially Random Soil-Reference-Cited by-同舟云学术

Undrained Bearing Capacity of Two-Strip Footings on Spatially Random Soil

Published:2006-11 Issue:6 Volume:6 Page:421-427
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Griffiths D. V.¹²³,Fenton Gordon A.¹²³,Manoharan N.¹²³

Affiliation:

1. Professor, Division of Engineering, Colorado School of Mines, Golden, CO 80401. E-mail: d.v.griffiths@mines.edu

2. Professor, Dept. of Engineering Mathematics, Dalhousie Univ., Halifax NS, Canada B3J 2X4.

3. Visiting Researcher, Division of Engineering, Colorado School of Mines, Golden, CO 80401.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282006%296%3A6%28421%29

Reference31 articles.

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2. Bearing Capacity of Two Closely-Spaced Shallow Foundations on Sand

3. Dembicki E. Odrobinski W. and Mrozek W. (1981). “Bearing capacity of subsoil under strip foundations.” Proc. 10th Int. Conf. of Soil Mechanics and Foundation Engineering Vol. 2 91–94.

4. Interaction of different types of footings on sand;Deshmukh A. M.;Indian Geotechnical J.,1978

5. Error Evaluation of Three Random‐Field Generators

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