Strength Mechanism of Cement-Asphalt Mortar
Publication: Journal of Materials in Civil Engineering
Volume 23, Issue 9
Abstract
The strength mechanisms of two kinds of cement-asphalt (CA) mortar, which vary principally in their strength and elastic modulus, were investigated by environmental scanning electron microscopy, calorimetry, and strength tests. The results showed that the asphalt emulsion delayed the early hydration of the cement and the asphalt membrane had a negative effect on the further hydration of the cement, to some extent. The cement products could impale the asphalt membrane, and the cement could hydrate adequately because of the sufficient water supply in the CA mortar. The framework formed by the hardened cement paste was the primary structure skeleton in the CA mortar with a high elastic modulus and the asphalt phase, exhibiting as a filling phase, increased the weak phase of the structure system. For CA mortar with a low elastic modulus, the asphalt phase exhibited as a dominant phase. Two weak structure skeletons, formed by the asphalt membrane and the hardened cement paste, respectively, were responsible for the strength together.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
Authors would like to acknowledge the financial support of The National Natural Science Foundation of China Grant No. NNSFC50802050 and the National Basic Research Program of China Grant No. UNSPECIFIED2009CB623106.
References
Chinese Railway Specification. (2008). Technical specification of CA mortar for CRTSII nonballast slab track, China Railway Publishing House, Beijing, China.
Esveld, C. (1999). “Slab track: A competitive solution.” Rail Int., (6), 32–46.
Esveld, C. (2003). “Recent development in slab track.” Euro. Railw. Rev., 2, 81–85.
Jin, S. H., Chen, X. F., and Yang, J. (2006). “Key technologies of CA mortar for slab track.” China Railw. Sci., 27(2), 20–24 (in Chinese).
Kazuyosi, O., and Yosio, I. (1976). “Compressive strength of the CA mortar and its temperature susceptiblity.” Mem. Fac. Technol., Kanazawa Univ., 10(2), 1–13 (in Japanese).
Koyama, Y. (1997). “Railway construction in Japan.” Jpn. Railw. Transp. Rev., 32(12), 36–41 (in Japanese).
Liu, Y. L., Kong, X. M., Zou, Y., and Yan, P. Y. (2009). “Static and dynamic mechanical behavior of cement asphalt mortars.” Chin. Railw. Sci. Eng., 6(3), 1–7 (in Chinese).
Miura, S., Takai, H., Uchida, M., and Fukada, Y. (1998). “The mechanism of railway tracks.” Jpn. Railw. Transp. Rev., 3, 38–45.
Nadia, P., Jacques, M., and Michel, P. (2003). “Hydration mechanisms, microstructure, and mechanical properties of mortars prepared with mixed binder cement slurry-asphalt emulsion.” J. Mater. Civ. Eng., 15(1), 54–59.
Wang, F. Z., Liu, Z. C., Wang, T., and Hu, S. G. (2008a). “A novel method to evaluate the setting process of cement and asphalt emulsion in CA mortar.” Mater. Struct., 41(4), 643–647.
Wang, F. Z., Wang, T., and Hu, S. G. (2008b). “Rheological behavior of cement asphalt mortar.” Eng. J. Wuhan. Univ., 41(4), 69–72 (in Chinese).
Zhao, D. T., Wang, T. C., and Liu, X. Y. (2008). “Configuration and performance of CA mortar for ballastless slab track.” J. Tianjing. Univ., 41(7), 793–779 (in Chinese).
Zuo, J. Q., Jiang, Q. B., and Cai, B. F. (2005a). “Experimental study on emulsified asphalt for CA mortar used in slab track.” Rail. Constr. Technol., 2(2), 68–70 (in Chinese).
Zuo, J. Q., Jiang, Q. B., and Fu, D. Z. (2005b). “Research of cement asphalt mortar elastic cushion for slab track.” Railw. Eng., 9(9), 96–98 (in Chinese).
Information & Authors
Information
Published In
Copyright
© 2011 American Society of Civil Engineers.
History
Received: Feb 2, 2010
Accepted: Mar 2, 2011
Published online: Mar 4, 2011
Published in print: Sep 1, 2011
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.