Measured and Computed Lateral Response of a Pile Group in Sand-Reference-Cited by-同舟云学术

Measured and Computed Lateral Response of a Pile Group in Sand

Published:2005-01 Issue:1 Volume:131 Page:103-114
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Rollins Kyle M.¹²³,Lane J. Dusty¹²³,Gerber Travis M.¹²³

Affiliation:

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

2. Principal, Lane Engineering, P.O. Box 169, Queen Creek, AZ 85242.

3. Design Engineer, IGES, LLC., 715 W. 14740 St., Salt Lake City, UT 84065.

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%28103%29

Reference22 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (2000). “Bridge design specifications.” Washington D.C.

2. 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.

3. Strain Wedge Model Capability of Analyzing Behavior of Laterally Loaded Isolated Piles, Drilled Shafts, and Pile Groups

4. The strength and dilatancy of sands

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