Effect of Footing Width on Bearing Capacity Factor Nγ for Smooth Strip Footings-Reference-Cited by-同舟云学术

Effect of Footing Width on Bearing Capacity Factor Nγ for Smooth Strip Footings

Published:2008-09 Issue:9 Volume:134 Page:1299-1310
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Kumar Jyant¹²,Khatri V. N.¹²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Indian Institute of Science, Bangalore-560012, India. E-mail: jkumar@civil.iisc.ernet.in

2. Research Scholar, Dept. of Civil Engineering, Indian Institute of Science, Bangalore-560012, India. E-mail: vishwas@civil.iisc.ernet.in

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%282008%29134%3A9%281299%29

Reference27 articles.

1. The strength and dilatancy of sands

2. Bolton M. D. and Lau C. K. (1989). “Scale effects in the bearing capacity of granular soils.” Proc. 12th Int. Conf. on Soil Mechanics and Foundation Engineering Vol. 2 Balkema Rio de Janeiro 895–898.

3. Finite element method and limit analysis theory for soil mechanics problems

4. De Beer E. E. (1965). “Bearing capacity and settlement of shallow foundations on sand.” Proc. Bearing Capacity and Settlement of Foundations Symp. Duke University Durham 15–34.

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