Investigation on the Mechanical Properties of Cement-Asphalt Mastic

Ming Feng Kuo(1*), Cheng Tsung Lu(2), Der-Hsien Shen(3)

(1) Institute of Safety and Disaster Prevention Technology, Central Taiwan University of Science and Technology, Taiwan, Province of China
(2) Department of Construction Management, CECI Engineering Consultants Inc., Taiwan, Province of China
(3) Department of Construction Engineering, National Taiwan University of Science and Technology, Taiwan, Province of China
(*) Corresponding author


DOI's assignment:
the author of the article can submit here a request for assignment of a DOI number to this resource!
Cost of the service: euros 10,00 (for a DOI)

Abstract


The compressive and shear strength of mechanical behavior of asphalt concrete is related to resistance against plastic deformation, which reduces the rutting value. The tensile strength is related to adhesion with aggregates. As tensile strength increases, the adhesion between the mastic and aggregate increases, this is important to resisting cracking and dipping stripping. This study uses cement as a modifier for emulsified asphalt, which is mixed to form cement-asphalt mastic. As the strength of asphalt concrete is directly proportional to strength of the asphalt mastic, this study examines the mechanical strength properties of cement-asphalt mastic as a foundation for further research of cement-asphalt concrete. In this study, maximum values over 28 days of aging for various mechanical strengths of cement-asphalt mastic are 13400kPa compressive strength, 1200kPa tensile strength and 1670kPa shear strength.
Copyright © 2016 Praise Worthy Prize - All rights reserved.

Keywords


Cement-Asphalt Mastic; Compressive Strength; Tensile Strength; Shear Strength

Full Text:

PDF


References


Yetkin Yildirim. Polymer modified asphalt binders, Construction and Building Materials Vol. 21(Issue 1):66-72, 2007.

Higgins William A., Chemical Modifiers To Improve The Strength And Durability Of Asphalt Concrete, Transportation Research Record: 89-100, 1987.

Robert L. McHattie, P.E., Asphalt Surface Treatment Guide,” Research and Technology Transfer, State of Alaska, Alaska Dept. of Transportation and Public Facilities, U.S.A., 2001.

Dunn, Barry H., What you need to know about slurry seal, Better Roads, v 66, n 3, (Mar, 1996, pp. 21-25).

Liu Zhong Lin. The new Technology for Asphalt Concrete Pavement of High-class highway. (China Communications Press. Beijing. China, 2002).

I. L. Al-Qadi and H. Gouru and R. E. Weyers, M, Asphalt portland cement concrete composite: Laboratory evaluation, Journal of Transportation Engineering, Vol. 120, No. 1, January/February: 94-108,1994.

Mindess, S. and J. F. Young, Concrete, (Prentice-Hall Inc. Englewood Cliffs. N. J., 1981).

Mehta, P. K. and J. M. Montliro, Concrete Structure, Properties and Materials. (Prentice-Hall Inc. Englewood Cliffs. N. J., 1993).

L. Struble and S. Mindess, Morphology of the cement-aggregate bond, International Journal of Cement Composites and Lightweight Concrete , Vol. 5, Issue 2: 79-86, May 1983.

Neville, A. M. Properties of Concrete. Longman Group Limited, England, 1995.

Hwang, C.L. The property and Behavior of Concrete. (Chan’s Arch Books CO., LTD. Taipei. Taiwan, 2003).

B. Mobasher and H. Stang and S. P. Shah, Microcracking in fiber reinforced concrete, Cement and Concrete Research, Volume 20, Issue 5: 665-676, September 1990.

S. Suresh and E. K. Tschegg and J. R. Brockenbrough, Fatigue crack growth in cementitious materials under cyclic compressive loads, Cement and Concrete Research, Volume 19, Issue 5: 827-833, September 1989.

Raphael, J.M. Tensile Strength of concrete. ACI Journal, Vol. 81, Number 2: 158-165, Mar-Apr, 1984.

Gianluca Cusatis and Zdeněk P. Bažant and Luigi Cedolin, Confinement-shear lattice CSL model for fracture propagation in concrete, Computer Methods in Applied Mechanics and Engineering, Volume 195, Issue 52: 7154-7171, November 2006.

Pietro Bocca, Alberto Carpinteri and Silvio Valente, Mixed mode fracture of concrete, International Journal of Solids and Structures, Volume 27, Issue 9: 1139-1153, 1991.

Der-Hsien Shen, Apparatus for direct shear stress testing of sample, United States Patent 6834554, http://www.freepatentsonline.com/6834554.html.


Refbacks

  • There are currently no refbacks.



Please send any question about this web site to info@praiseworthyprize.com
Copyright © 2005-2019 Praise Worthy Prize