Uplift capacity of model bell shaped anchor embedded in sand-Reference-Cited by-同舟云学术

Uplift capacity of model bell shaped anchor embedded in sand

Published:2013-01 Issue:1 Volume:7 Page:84-90
ISSN:1938-6362
Container-title:International Journal of Geotechnical Engineering
language:en
Short-container-title:International Journal of Geotechnical Engineering

Author:

Bera A K,Banerjee U

Publisher

Informa UK Limited

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering

Link

http://www.tandfonline.com/doi/pdf/10.1179/1938636212Z.0000000006

Reference16 articles.

1. Balla A. 1961.The resistance to breaking out of mushroom foundations for pylons’, Proc. 5th Int. Conf. on ‘Soil mechanics and foundation engineering’, International Society for Soil Mechanics & Foundation Energy, Paris, France, July, 569–576.

2. Regression model for bearing capacity of a square footing on reinforced pond ash

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