1st Ishihara Lecture: An overview of the behavior of pile foundations in liquefiable and non-liquefiable soils during earthquake excitation

Author:

Finn W.D. Liam

Funder

Anabuki Komuten

Publisher

Elsevier BV

Subject

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

Reference25 articles.

1. API. Recommended practice for planning, designing, and constructing fixed offshore platforms. API RP 2A. American Petroleum Institute; 1995.

2. Murchison JM, O’Neill MW. An evaluation of p–y relationships in cohesionless soils. In: Meyer JR, editor. Proceedings of the ASCE symposium on analysis and design of pile foundations. San Francisco, California: ASCE National Convention; 1984. p. 174–91.

3. A program for dynamic analysis of a single pile using a Winkler model and p–y curves;Thavaraj,2000

4. Schnabel PB, Lysmer J, Seed HB. SHAKE: a computer program for earthquake response analysis of horizontally layered sites. Report No. EERC72-12. Berkeley, CA: Earthquake Engineering Research Center, University of California; 1972.

5. Finn WD Liam, Thavaraj T. Deep foundations in liquefiable soils: case histories, centrifuge tests and methods of analysis. In: CD-ROM proceedings, 4th international conference on recent advances in geotechnical earthquake engineering and soil dynamics. San Diego, CA; 2001.

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