Chapter
May 22, 2014

Freeze-Thaw Cycling Effect on the Constrained Modulus and UCS of Cementitiously Stabilized Materials

Publication: Pavement Materials, Structures, and Performance

Abstract

This study evaluates the effect of freeze-thaw (F-T) cycling on the mechanical properties of cementitiously stabilized materials (CSM). Ultrasonic testing was applied to monitor the P-wave velocity (constrained modulus) change during the F-T cycling. Unconfined compression strength (UCS) test was performed at the end of F-T cycling. It was found that F-T cycling could be detrimental to CSM as the constrained modulus decreased to 7% to 96% depending on the CSMs. The residual UCS was 35% to 84% of the initial UCS at the end of the test. It was found that the greater the cement content, the stronger the anticipated durability. Clay-lime and silt-fly ash showed limited resistance to F-T cycling.

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Go to Pavement Materials, Structures, and Performance
Pavement Materials, Structures, and Performance
Pages: 364 - 374

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Published online: May 22, 2014

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Associate Engineer, Shanghai Shenyuan Geotechnical Engineering Co., Ltd., Xian Dai Architectural Design Group, Shanghai, China (Formerly Research Assistant, Civil and Environmental Engineering, University of Wisconsin-Madison, Madison, WI 53706. USA). E-mail: [email protected]
James M. Tinjum [email protected]
P.E.
Assistant Professor, Engineering Professional Development, University of Wisconsin-Madison, Madison, WI 53706. USA. E-mail: [email protected]
Ahmet Gokce [email protected]
Assistant Professor, Faculty of Civil Engineering, Yildiz Technical University, Istanbul, Turkey; Formerly Research Associate, Civil and Environmental Engineering, University of Wisconsin-Madison, Madison, WI 53706. USA. E-mail: [email protected]
Tuncer B. Edil [email protected]
P.E.
Dist.M.ASCE
Professor Emeritus, Civil and Environmental Engineering, University of Wisconsin-Madison, Madison, WI 53706. E-mail: [email protected]

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