Soil–Pile Response to Blast-Induced Lateral Spreading. I: Field Test-Reference-Cited by-同舟云学术

Soil–Pile Response to Blast-Induced Lateral Spreading. I: Field Test

Published:2006-02 Issue:2 Volume:132 Page:152-162
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ashford Scott A.¹²³⁴,Juirnarongrit Teerawut¹²³⁴,Sugano Takahiro¹²³⁴,Hamada Masanori¹²³⁴

Affiliation:

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

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

3. Division Head, Structural Dynamics Division, Port and Airport Research Institute, Yokosuka-shi, Kanagawa 239-0826, Japan.

4. Professor, Dept. of Civil Engineering, Waseda Univ., Ookubo, Shinjuku-Ku, Tokyo, Japan.

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%282006%29132%3A2%28152%29

Reference25 articles.

1. Abdoun T. H. (1997). “Modeling of seismically induced lateral spreading of multi-layer soil deposit and its effect on pile foundations.” PhD thesis Dept. of Civil Engineering Rensselaer Polytechnic Institute Troy N.Y.

2. Ashford S. A. and Rollins K. M. (2002). “TILT: Treasure Island liquefaction test final report.” Rep. No . SSRP-2001/17 Dept. of Structural Engineering Univ. of California San Diego.

3. Benuzka L. (1990). “Loma Prieta Earthquake reconnaissance report.” Rep. supplement to Vol. 6 of Earthquake Spectra Earthquake Engineering Research Institute Oakland Calif.

4. Bergdahl U. Broms B. B. and Muromachi T. (1988). “Weight sounding test (WST): International reference test procedure.” Proc. 1st Int. Symp. on Penetration Testing Vol. 1 Orlando Fla. 77–90.

5. Time‐Dependent Cone Penetration Resistance due to Blasting

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