Evaluation of Pile Diameter Effect on Initial Modulus of Subgrade Reaction-Reference-Cited by-同舟云学术

Evaluation of Pile Diameter Effect on Initial Modulus of Subgrade Reaction

Published:2003-03 Issue:3 Volume:129 Page:234-242
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ashford Scott A.¹,Juirnarongrit Teerawut²

Affiliation:

1. Associate Professor, Dept. of Structural Engineering, Univ. of California, 9500 Gilman Dr., San Diego, La Jolla, CA 92093-0085.

2. Graduate Student Researcher, Dept. of Structural Engineering, Univ. of California, 9500 Gilman Dr., San Diego, La Jolla, CA 92093-0085.

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%282003%29129%3A3%28234%29

Reference37 articles.

1. Ashford S. A. and Sitar N. (1994). “Seismic response of steep natural slopes.” Rep. No. UCB/EERC-94/05 College of Engineering Univ. of California Berkley Calif.

2. The behaviour of axially and laterally loaded single piles embedded in nonhomogeneous soils

3. Bowles J. E. (1988). Foundation analysis and design 4th Ed. McGraw-Hill New York 1004.

4. Brown D. A. Shie C. F. and Kumar M. (1989). “ p-y curves for laterally loaded piles derived from three dimensional finite element model.” Proc. 2nd Int. Symp. Numerical Models in Geomechanics Niagra Falls Canada Elsevier Applied Sciences New York 683–690.

5. Carr A. J. (1998). RUAUMOKO manual Dept. of Civil Engineering University of Canterbury Christchurch New Zealand.

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