Performance Investigate of Fine Aggregate Size and Content on Asphalt Mastic

Zhong Rong Zhu; Yong Ye

doi:10.4028/www.scientific.net/AMR.424-425.7

Paper Titles

Preface and Committee

A Numerical Simulation of Surface Deformation due to Ore Drawing Perturbation
p.3

Performance Investigate of Fine Aggregate Size and Content on Asphalt Mastic
p.7

Description of Process Automation System for the Plate Mill Shearing Line
p.11

Fluorescent Properties of Mg (II) Complex with 1-Acetyl-2-Naphthol-4, 4’-Diaminodiphenylmethane
p.14

Application of Dynamic and Reusable Report Generation System in Urban Environmental Remote Sensing Monitoring
p.18

Hydrothermal Synthesis and Luminescent Characterization of Zn (II) Complex with 1,4-Bis(2’-formylphenyl)-1,4-dioxabutane Isonicotinoylhydrazone
p.23

Wavelet Analysis on Vibration Signal during Unsteady Process
p.27

Synthesis and Photoluminescent Properties of 1-Acetyl-2-naphthol -4, 4’-diaminodiphenylmethane and its Cd (II) Complex
p.31

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 424-425Performance Investigate of Fine Aggregate Size and...

Performance Investigate of Fine Aggregate Size and Content on Asphalt Mastic

Abstract:

The objective of this study is to investigate and evaluate the compressive strength and creep behavior of fine aggregates on asphalt mastic. The variables that are considered in the study include the size and content of fine aggregates. Eight types of mastic specimens consisting of bitumen with various volume fractions of different kinds of fine aggregates were used. Unixal compression and static creep tests were realized at different loading conditions. The results found that, in general, asphalt mastics made with different aggregate sizes but same volume fraction (64%) have slight difference in compressive strength and creep values. However, those values show significant differences for mastics made with different volume fractions but same aggregate size (between 2.36 and 1.18 mm). Moreover, the asphalt mastic with 64% volume fraction has better deformation resistance.

You might also be interested in these eBooks

Advanced Research on Engineering Materials, Energy, Management and Control

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 424-425)

Pages:

7-10

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.424-425.7

Citation:

Cite this paper

Online since:

January 2012

Authors:

Zhong Rong Zhu, Yong Ye

Keywords:

Asphalt Mastic, Asphalt Mixture (AC), Compressive Strength, Creep Behavior, Fine Aggregate

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] M.H. Sadd, Q. Dai: Journal of Materials in Civil Engineering Vol. 16(2)(2004), p.107.

Google Scholar

[2] N. Shashidhar, A. Shenoy: Mechanics of Materials Vol. 34(2002), p.657.

Google Scholar

[3] A.R. Abbas, A.T. Papagiannakis, E.A. Masad: Journal of Materials in Civil Engineering Vol. 16(2) (2004), p.133.

Google Scholar

[4] R. Bandyopadhyaya, A. Das, S. Basu: Construction and Building Materials Vol. 22(6) (2008) , p.1051.

Google Scholar

[5] Y. Ye, X.H. Yang, C.Y. Chen: J. Cent. South Univ. Technol. Vol. 15 (s1)(2008), p.13.

Google Scholar

[6] Y. Ye, X.H. Yang, C.Y. Chen: Construction and Building Materials Vol. 23(2009), p.3161.

Google Scholar

[7] Y. Ye, X.H. Yang, C.Y. Chen: Journal of Engineering Mechanics Vol. 136(4)(2010) , p.448.

Google Scholar

[8] V. S. Deshpande, D. Cebon: Journal of Materials in Civil Engineering Vol. 12(3) (2000), p.262.

Google Scholar