Case Study of Parallel Bridges Affected by Liquefaction and Lateral Spreading-Reference-Cited by-同舟云学术

Case Study of Parallel Bridges Affected by Liquefaction and Lateral Spreading

Published:2016-07 Issue:7 Volume:142 Page:05016001
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Turner Benjamin J.¹,Brandenberg Scott J.²,Stewart Jonathan P.³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of California at Los Angeles, Los Angeles, CA 90095 (corresponding author).

2. Associate Professor and Vice Chair, Dept. of Civil and Environmental Engineering, Univ. of California at Los Angeles, Los Angeles, CA 90095.

3. Professor and Chair, Dept. of Civil and Environmental Engineering, Univ. of California at Los Angeles, Los Angeles, CA 90095.

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%29GT.1943-5606.0001480

Reference35 articles.

1. API (American Petroleum Institute). (1993). “Recommended practice for planning design and constructing fixed offshore platforms.” API RP 2A-WSD Washington DC.

2. Ashford S. A. Boulanger R. W. and Brandenberg S. J. (2011). “Recommended design practice for pile foundations in laterally spreading ground.” PEER Rep. 2011/04 Pacific Earthquake Engineering Research Center Univ. of California Berkeley CA 43.

3. Case study of lateral spreading forces on a piled foundation

4. The strength and dilatancy of sands

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