Response of 0.6m Cast-in-Steel-Shell Pile in Liquefied Soil under Lateral Loading-Reference-Cited by-同舟云学术

Response of 0.6m Cast-in-Steel-Shell Pile in Liquefied Soil under Lateral Loading

Published:2005-01 Issue:1 Volume:131 Page:94-102
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Weaver Thomas J.¹²³,Ashford Scott A.¹²³,Rollins Kyle M.¹²³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Univ. of Idaho, Moscow, ID 83843.

2. Associate Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093-0085.

3. Professor, Dept. of Civil and Environmental Engineering, Brigham Young Univ., Provo, UT 84604.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282005%29131%3A1%2894%29

Reference16 articles.

1. American Petroleum Institute (API). (1987). “Recommended practice for planning designing and constructing fixed offshore platforms.” API RP 2A 17th Ed. American Petroleum Institute Houston.

2. National Geotechnical Experimentation Site at Treasure Island, California

3. Kagawa T. and Minowa C. (1995). “Effects of liquefaction on soil-pile structure interaction.” Proc. 10th European Conf. on Earthquake Engineering G. Duma ed. Balkema Rotterdam The Netherlands 617–622.

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