150TH ANNIVERSARY PAPER
Nov 15, 2002

Review of Stabilization of Clays and Expansive Soils in Pavements and Lightly Loaded Structures—History, Practice, and Future

Publication: Journal of Materials in Civil Engineering
Volume 14, Issue 6

Abstract

Expansive clay soils—those that change significantly in volume with changes in water content—are the cause of distortions to structures that cost taxpayers several billion dollars annually in the United States. Much has been learned about their behavior over the past 60 years, and relatively successful methods have been developed to modify and stabilize them. This paper reviews some of the key advances developed over the past 60 years in improving our understanding of the nature and methods of modifying and stabilizing expansive clay soils. The state of the practice in stabilization is presented, and practical and research needs to help improve the state of the practice are discussed.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 14Issue 6December 2002
Pages: 447 - 460

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Received: Jun 10, 2002
Accepted: Jun 19, 2002
Published online: Nov 15, 2002
Published in print: Dec 2002

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Thomas M. Petry, P.E., F.ASCE
Professor of Civil Engineering, Univ. of Missouri-Rolla, 1870 Miner Circle, Rolla, MO 65409-0030.
Dallas N. Little, P.E., F.ASCE
E.B. Snead Chair Professor of Civil Engineering, Texas A&M Univ., Suit 603 CE/TTI Building, College Station, TX 77843-3135.

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