A generalized hysteresis model for biaxial response of pile foundations in sands-Reference-Cited by-同舟云学术

A generalized hysteresis model for biaxial response of pile foundations in sands

Published:2012-01 Issue:1 Volume:32 Page:56-70
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Varun ,Assimaki Dominic

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference22 articles.

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2. Matlock H. Correlations for design of laterally loaded piles in soft clay. In: Proceedings of the 2nd annual offshore technology conference; 1970. p 577–94.

3. Reese LC, Cox WR, Koop FD. Analysis of laterally loaded piles in sand. In: Proceedings of the offshore technology conference; 1974. p 473–84.

4. American Petroleum Institute. Recommended practice for planning, designing and constructing fixed offshore platforms. API recommended practice 2A Washington, DC; 1993.

5. Nonlinear analysis for dynamic lateral pile response;ElNaggar;Soil Dyn Earthquake Eng,1996

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