Evaluation of p-y springs for nonlinear static and seismic soil-pile interaction analysis under lateral loading-Reference-Cited by-同舟云学术

Evaluation of p-y springs for nonlinear static and seismic soil-pile interaction analysis under lateral loading

Published:2018-12 Issue: Volume:115 Page:438-447
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Rahmani Amin,Taiebat Mahdi,Finn W.D. Liam,Ventura Carlos E.

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Elsevier BV

Subject

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

Reference48 articles.

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4. Canadian Foundation Engineering Manual. 4th Edition. Canadian Geotechnical Society; 2006, Section 18.5 Lateral Pile Deflections.

5. Murchison J, O'Neill M. Evaluation of p-y relationships in cohesionless soils. In: Proceedings of the ASCE symposium on analysis and design of pile foundations. San Francisco, California: ASCE National Convention; 1984, p. 174–91.

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