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Apr 26, 2012
Crack Resistance of Lime-Flyash-Cement Stabilized Macadam
Authors: Zhen-xia Li [email protected], Zhen-xian Xing [email protected], and Yuan-zhao Chen [email protected]Author Affiliations
Publication: ICCTP 2010: Integrated Transportation Systems: Green, Intelligent, Reliable
Abstract
The low early strength problem of lime-fly ash-cement stabilized macadam is studied. Strength characteristics and crack resistance of lime-fly ash-cement stabilized macadam are discussed. Sequencing of dry-shrinkage property and temperature shrinkage property for different kinds of semi-rigid materials are obtained applying the contrast test. Test results indicate that dry-shrinkage property and temperature shrinkage property of lime-fly ash-cement stabilized macadam are better than that of cement and fly ash stabilized crushed-stones and cement stabilized macadam, but are poorer than that of lime-fly ash stabilized macadam under the condition that the cement content (abbreviation CC) is smaller than 2% in the lime-fly ash-cement stabilized macadam. The CC for lime-fly ash-cement stabilized macadam, which is not bigger than 2%, is put forward.
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© 2010 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou, ST 36th North Ring Road.E-mail: [email protected]
School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou, ST 36th North Ring Road.E-mail: [email protected]
School of Highway, Chang'an University, P.O. Box 745, Xi'an, ST Middle Segment of South 2nd Ring Road.E-mail: [email protected]
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