Seismic uplift capacity of shallow horizontal strip anchor under oblique load using pseudo-dynamic approach-Reference-Cited by-同舟云学术

Seismic uplift capacity of shallow horizontal strip anchor under oblique load using pseudo-dynamic approach

Published:2013-10 Issue:5 Volume:53 Page:692-707
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Rangari Sunil M.,Choudhury Deepankar,Dewaikar D.M.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference37 articles.

1. Balla, A., 1961. The resistance to breaking out of mushroom foundations for pylons. In: Proceedings of the Fifth International Conference on Soil Mechanics and Foundation Engineering, vol. I, Paris, France, pp. 569–576.

2. Breakout resistance of horizontal anchors in sand;Chattopadhayay;Soils and Foundations,1986

3. Seismic passive resistance by pseudo dynamic method;Choudhury;Geotechnique,2005

4. Seismic uplift capacity of inclined strip anchors;Choudhury;Canadian Geotechnical Journal,2005

5. Seismic bearing capacity of shallow strip footings;Choudhury;Geotechnical and Geological Engineering,2005

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