Lateral Resistance of a Full-Scale Pile Group in Liquefied Sand-Reference-Cited by-同舟云学术

Lateral Resistance of a Full-Scale Pile Group in Liquefied Sand

Published:2005-01 Issue:1 Volume:131 Page:115-125
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Rollins Kyle M.¹²³⁴,Gerber Travis M.¹²³⁴,Lane J. Dusty¹²³⁴,Ashford Scott A.¹²³⁴

Affiliation:

1. Professor, Dept. of Civil & Environmental Engineering, 368 CB, Brigham Young Univ., Provo, UT 84602.

2. Assistant Professor, Dept. of Civil & Environmental Engineering, 368 CB, Brigham Young Univ., Provo, UT 84602.

3. Principal, Lane Engineering, P.O. Box 1695, Queen Creek, AZ 85242.

4. Associate Professor, Dept. of Structural Engineering, 9500 Gilman Dr., Univ. of California-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%282005%29131%3A1%28115%29

Reference21 articles.

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

2. Pore Pressure Response of Liquefied Sand in Full-Scale Lateral Pile Load Tests

3. Lateral Loaded Pile Response in Liquefiable Soil

4. The strength and dilatancy of sands

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