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Apr 26, 2012
Lessons Learned from Distress of Foundations on Expansive Clays in the Active Zone
Authors: Ronald F. Reed [email protected], Kenneth E. Tand [email protected], and Cumaraswamy Vipulanandan, Ph.D. [email protected]Author Affiliations
Publication: Geo-Frontiers 2011: Advances in Geotechnical Engineering
Abstract
The high initial cost for a deep foundation system with a structurally suspended floor slab for light commercial and retail buildings on expansive clays would make many, if not most, projects economically prohibitive. Reality is that such structures are commonly supported on a hybrid foundation system where exterior walls and interior columns are supported on a relatively deep foundation system, and the floor slab bears on a pad of fill on expansive clays in the active zone. Most foundation systems of this design experience tolerable movements, but some experience significant distress resulting in damaging the building. This paper presents case studies on common design and construction defects (some would appear minor) that can contribute significantly to distress, and offers suggestions to address these issues.
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© 2011 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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P.E.
Principal, Reed Engineering Group, Ltd, 2424 Stutz Road, Dallas, TX 75235.E-mail: [email protected]
P.E.
Principal Engineer, Kenneth E. Tand and Associates, 2817 Aldine Bender, Houston, TX 77032.E-mail: [email protected]
P.E.
Professor, Director of Center for Innovative Grouting Materials and Technology (CIGMAT), and Director of Texas Hurricane Center for Innovative Technology (THK-IT), Department of Civil Engineering, University of Houston, Houston, TX 77204-4003.E-mail: [email protected]
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