Chapter
Feb 8, 2016
Centrifuge Tests on Laterally-Loaded Footings Supported by Rigid Inclusion-Reinforced Clay
Authors: Alfonso J. Rivera, S.M.ASCE [email protected], C. Guney Olgun, Ph.D. [email protected], John S. McCartney, Ph.D., M.ASCE [email protected], Frederic Masse [email protected], and Thomas L. Brandon, Ph.D., M.ASCE [email protected]Author Affiliations
Publication: Geotechnical and Structural Engineering Congress 2016
Abstract
An experimental study using centrifuge physical modeling was performed with the purpose of examining the lateral load behavior of rigid inclusion-supported footings. The lateral load behavior of rigid inclusion-supported footings is currently poorly understood. Uncertainty exists regarding the performance of these systems under lateral loading. The results of the centrifuge tests suggest that one of the main components of a typical rigid inclusion-supported footing system, the load transfer platform, plays an important role in determining the capacity and response of such systems under lateral loading.
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© 2016 American Society of Civil Engineers.
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Published online: Feb 8, 2016
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Ph.D. Student, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., 111 Patton Hall, Blacksburg VA 24061. E-mail: [email protected]
Research Assistant Professor, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., 111A Patton Hall, Blacksburg, VA 24061. E-mail: [email protected]
P.E.
Associate Professor, Dept. of Structural Engineering, Univ. of California San Diego, 9500 Gilman Dr., 442J SEM, La Jolla, CA 92093-0085. E-mail: [email protected]
Vice-President of Engineering, Menard USA, 150 East Main St., Suite 500, Carnegie, PA 15106. E-mail: [email protected]
P.E.
Professor, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., 22 Patton Hall, Blacksburg VA 24061. E-mail: [email protected]
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