Behavior of Circular Footings Resting on Confined Granular Soil-Reference-Cited by-同舟云学术

Behavior of Circular Footings Resting on Confined Granular Soil

Published:2005-03 Issue:3 Volume:131 Page:359-366
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

El Sawwaf M.¹²,Nazer A.¹²

Affiliation:

1. Lecturer, Dept. of Structural Engineering, Tanta Univ., Tanta, Egypt (corresponding author).

2. Lecturer, Dept. of Structural Engineering, Tanta Univ., Tanta, Egypt.

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%282005%29131%3A3%28359%29

Reference20 articles.

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2. The effects of foundation width on model tests for the bearing capacity of sand with geogrid reinforcement

3. Das B. M. Puri V. K. Omar M. T. and Evgin E. (1996). “Bearing capacity of strip foundation on geogrid reinforced sand-scale effects in model tests.” Proc. 6th Int. Conf. on Offshore and Polar Engineering Vol. I 527–530.

4. Bearing capacity of strip footings supported on geocell-reinforced sand

5. Strip footing on geocell reinforced sand beds with additional planar reinforcement

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