Chapter
Apr 26, 2012
Overview of Recommended Analysis Procedures for Pile Foundations in Laterally Spreading Ground
Authors: S. A. Ashford [email protected], R. W. Boulanger [email protected], S. J. Brandenberg [email protected], and T. Shantz [email protected]Author Affiliations
Publication: TCLEE 2009: Lifeline Earthquake Engineering in a Multihazard Environment
Abstract
This paper presents an overview of a report presenting recommended analysis practice for pile foundations for bridges in laterally spreading ground under development for Caltrans by the authors. The past decade of research has produced numerous insights into the behavior and performance of pile foundations and bridges impacted by liquefaction and lateral spreading. The purpose of the report is to develop a set of recommended procedures and practices for analysis and design that are based on a synthesis of research findings when supporting research is available and on the professional opinions of the authors when supporting research is lacking. The scope of the report is to summarize those recommendations in a concise document that provides references to supporting materials and/or identifies areas where supporting materials are lacking. While the report is currently under development, this paper presents an overview of the guidelines, essentially introducing topics that will be covered in each chapter.
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© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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School of Civil and Construction Engineering, Oregon State University, 220 Owen Hall, Corvallis, OR 97331;. E-mail: [email protected]
Department of Civil and Environmental Engineering, University of California, Davis; Davis, CA 95616-5294;. E-mail: [email protected]
Department of Civil and Environmental Engineering, University of California at Los Angeles, 5731 Boelter Hall, Los Angeles, CA 90075;. E-mail: [email protected]
Caltrans Division of Research and Innovation, Sacramento, CA;. E-mail: [email protected]
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