Characteristics and Performance of Cement Modified–Base Course Material in Western Australia
Publication: Journal of Materials in Civil Engineering
Volume 26, Issue 9
Abstract
Hydrated cement–treated crushed rock base (HCTCRB) is produced by adding 2% Portland cement (by mass) to a standard crushed rock base (CRB) at an optimum moisture condition. The unique production process for HCTCRB is different from that of a common cement-treated base in that a remixing process is performed after the hydration of cement, preventing cementitious bonding to maintain the unbound material characteristics with an improvement in material engineering properties. This paper presents the resilient modulus () and permanent deformation (PD) characteristics of HCTCRB after variable hydration periods, water addition during compaction, and dryback. The difference in material hydration periods affected the performance of HCTCRB. However, in this study, a consistent performance trend with various hydration periods could not be found. Moisture contents have a major influence on the properties of HCTCRB. The results indicate that a higher moisture content increases the PD and decreases the of this material. The addition of more water during compaction caused inferior PD and performance even though the samples achieved a higher dry density. A dryback process to achieve a dryer condition can improve material performance. After samples were subjected to a dryback process, it was found that samples prepared by adding water during compaction showed a decrease in material performance compared with samples that were compacted without additional water. Thus, the amount of water added to mixes during compaction must be controlled.
Formats available
You can view the full content in the following formats:
Acknowledgments
The authors wish to express their gratitude to the Australian Research Council (ARC) for the financial support of this research, under the ARC Linkage Scheme (LP100100734), conducted at the Department of Civil Engineering, Curtin University.
References
Australian Road Research Board (ARRB). (2003). APRG technical note 13: Control of moisture in pavements during construction, Melbourne, Australia.
Australian Standard. (1997). AS 3972-1997 Portland and blended cements, Standards Australia, Sydney.
Austroads. (2007). AG PT/T053: Determination of permanent deformation and resilient modulus characteristics of unbound granular materials under drained conditions, Austroads, Sydney, NSW, Australia.
Main Roads Western Australia (MRWA). (2007). Test method WA 133.1 dry density/moisture content relationship: Modified compaction fine and medium grained soils, Perth, WA.
Main Roads Western Australia (MRWA). (2012). Specification 501 pavements, Perth, WA.
Yeo, Y. S., and Nikraz, H. (2011). “Cement stabilisation of road base course: A chronological development in Western Australia.” Aust. Geomech., 46(3), 53–62.
Information & Authors
Information
Published In
Copyright
This work is made available under the terms of the Creative Commons Attribution 4.0 International license, http://creativecommons.org/licenses/by/4.0/.
History
Received: Nov 29, 2012
Accepted: Aug 26, 2013
Published online: Aug 28, 2013
Published in print: Sep 1, 2014
Discussion open until: Oct 13, 2014
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.