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Tube section test for evaluation durability of cementitiously stabilized soils.

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Okla State Agency	Transportation, Oklahoma Department of
Okla Agency Code	'345'
Title	Tube section test for evaluation durability of cementitiously stabilized soils.
Authors	Solanki, Pranshoo, 1979- Zaman, Musharraf. Khalife, Roy. Oklahoma. Department of Transportation.
Publisher	Oklahoma Department of Transportation
Publication Date	2011-06
Publication type	Research Report/Study
Subject	Soil-cement--Testing. Pavements--Performance--Oklahoma. Cement composites. Roads--Base courses--Testing.
Purpose	The primary objective of this study is to evaluate the effect of durability of cementitiously stabilized subgrades in Oklahoma. To that end, five different types of soils,namely, Port series (silty clay with sand), Kingfisher series (lean clay), Carnasaw series (fat clay), Dennis series (fat clay), and Lomill series (fat clay) collected from composite B and/or C horizons were stabilized with hydrated lime, class C fly ash (CFA), and cement kiln dust (CKD).
Notes	Final Report - FHWA-OK-11-05; ODOT SPR Item Number 2215
OkDocs Class#	T1300.8 T884s 7/08-12/10
For all issues click	T1300.8 T884s
ODL electronic copy	Deposited by the agency in print; digitized by Oklahoma Department of Libraries
Rights and Permissions	This Oklahoma state government publication is provided for educational purposes under U.S. coyright law. Other usage requires permission of copyright holders.
Language	English
Date created	2012-05-11
Date modified	2012-05-11
OCLC number	890218604

Title	Page 001
Full text	T 1300.8 T884s 7/08-12/10 FINAL REPORT ~ FHWA-OK-11- 05 TUBE SUCTION TEST FOR EVALUATION DURABILITY OF CEMENTITIOUSLY STABILIZED SOILS PRANSHOO SOLANKI, PH.D., MUSHARRAF M. ZAMAN, PH.D.,P.E. ROY KHALIFE SCHOOL OF CIVIL ENGINEERING AND ENVIRONMENTAL SCIENCE UNIVERSITY OF OKLAHOMA NORMAN, OKLAHOMA Oklahoma Department of Transportation 200 NE 21st Street, Oklahoma City, OK 73105-3204
Date created	2012-05-11
Date modified	2012-05-11

Tube section test for evaluation durability of cementitiously stabilized soils.

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