Research on Evaluation Index of Water Stability for Asphalt Mixtures

Article Preview

Abstract:

Aiming at the deficiency of the water stability evaluation index of bituminous mixtures by immersion Marshall test in present specifications in china, the water stability of various of bituminous mixtures test pieces was analyzed by comparing freeze-thaw splitting tensile tests with immersion Marshall stability tests. There is larger difference between the evaluation results of immersion Marshall test and freeze-thaw splitting tensile test. The residual stability by immersion Marshall test is rarely inconsistent with regulatory requirements, Residual modulus is brought up to evaluate the water stability of bituminous mixtures. Residual modulus suggested to evaluate the water stability of asphalt mixtures has the similar trend with freeze-thaw splitting tensile strength ratio and the residual modulus threshold valve 0.85 is recommended.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 634-638)

Pages:

2724-2728

Citation:

Online since:

January 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Terrel R L, Al-Swailmi S. Water sensitivity of asphalt-aggregate mixes: test selection USA. SHRP-A-403, National Research CouncilWashington, D C, (1994).

Google Scholar

[2] JTJ 052-2000 Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering People Communications Press, (2000).

Google Scholar

[4] Shen Jinan. Pavement performance of asphalt and asphalt mixture. People Communications Press, (2001).

Google Scholar

[5] Miner MA. Cumulative Damage in Fatigue, Journal of Applied mechanics, 1945. 67(12):159~164.

Google Scholar

[6] Hveem, F.N., Pavement Deflections and Fatigue Failures, Bulletin 114 HRB ,National Research Council, Washington, D. C,1955: 43~87.

Google Scholar

[7] Pell P S. Fatigue of Asphalt Pavement Mixes. Proc,Second International Conference on the Structural Design of Asphalt Pavements. Ann Arbor, Michigan, 1967: 459~483.

Google Scholar

[8] Monismith, C. L,J.A. Epps, D.A. Kasianchuk, and D.B. McLean, Asphalt Mixture Behavior in Repeated Flexure, Report TE 70-5, University of California, Berkeley, 1971: 303~308.

Google Scholar

[9] Chaboche J L. Continuum damage mechanicsa tool to describe phenomena before crack initiation. Nuclear Egng. and Design, 1981(64): 233~247.

DOI: 10.1016/0029-5493(81)90007-8

Google Scholar

[10] Monismith C L, Epps J A, and Finn F N. Improved Asphalt Mix Design. Proc. of Asphalt Paving Technologists. San Antonio, Texas, (1985).

Google Scholar

[11] Strategic Highway Research Program(SHRP),Fatigue response of asphalt aggregate mixes,National Research Council,Report No.SHRP.A. 1 04,Washington,D.C. ,(1994).

Google Scholar