Design and Construction Guidelines for Deep Soil Mixing to Stabilize Expansive Soils
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VIEW THE REPLYPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 140, Issue 9
Abstract
This paper discusses both design methodology and construction procedures for stabilizing expansive subsoils of moderate active depths, using deep soil mixing (DSM) technology/construction. These procedures were derived as a part of the research focusing on the evaluation of effectiveness of DSM technology in mitigating shrink-and-swell behaviors of expansive subsoils under actual field conditions. The design methodology formulated was based on an analytical model proposed for a DSM-treated composite section by modifying the existing heave prediction model for untreated and unsaturated expansive soils. The required area treatment ratio was determined based on the target heave magnitude for the composite section. Design charts were developed depicting estimated heave for increasing treatment area ratios and for various initial swell pressures. Based on this design methodology, DSM construction was implemented under actual field conditions at two test sites. Upon construction, both test sections were instrumented and monitored. In addition, nondestructive tests were also conducted at select time periods. Results from both instrumentation and nondestructive tests revealed that the DSM technology was effective in mitigating shrink-and-swell behaviors of expansive soils. Also, the analytical model used in the present research study has provided reasonable predictions of in situ swelling behavior of composite and untreated sections.
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Acknowledgments
This research study was conducted in cooperation with TXDOT and the Federal Highway Administration. The authors acknowledge Mr. David Head, P.E., and Mr. Richard Williammee, P.E., Project Director of TXDOT, for their support in this study. The authors also extend their gratitude to the TXDOT Fort Worth District personnel for their assistance in the construction of test sections. The authors thank Prof. Shoeil Nazarian of the University of Texas at El Paso, El Paso, Texas, for his assistance in nondestructive testing. The authors also thank Mr. Venkat Bhadriraju and Mr. Siva Pathivada for their involvement in conducting the laboratory mix design study.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 140 • Issue 9 • September 2014
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© 2014 American Society of Civil Engineers.
History
Received: Oct 31, 2013
Accepted: May 6, 2014
Published online: Jun 20, 2014
Published in print: Sep 1, 2014
Discussion open until: Nov 20, 2014
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