Durability of Cement Stabilized Cold-Recycled of Asphalt Pavement Materials

Article Preview

Abstract:

In recent years, due to the dual pressures of resources and the environment,the clod recycled technology renovation and expansion of the old road and new road construction process increasingly attention increasingly wide range of applications. In this paper, the water stability of the cold recycled materials in asphalt pavement on cement additives, frozen stability, thermal shrinkage resistance, dry Shrinkage thefour indicators of experiments to evaluate its durability, and compared with the typical semi-rigid material. To verify the feasibility of the cold recycled material as road base material.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1188-1192

Citation:

Online since:

May 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Miner MA. Cumulative Damage in Fatigue, Journal of Applied mechanics,2002.67(12):159-164

Google Scholar

[2] Lemaitre J. Damage modelling for prediction of plastic or creep fatigue failure in structures.(1999)

Google Scholar

[3] Development and validation of a mechanistic recursive-incremental deterioration model for cement stabilized base courses Dr..Christian Busch TRB2006Annual CD-ROM [4] G.

Google Scholar

[4] Monismith C L, Epps J A, and Finn F N. Improved Asphalt Mix Design. Proc. of Asphalt Paving Technologists. San Antonio,Texas,(2005)

Google Scholar

[5] Chaboche J L. Continuum damage mechanicsa tool to describe phenomena before crack initiation. Nuclear Egng. and Design,1991(64). 233-247

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

Google Scholar

[6] Pell P S. Fatigue of Asphalt Pavement Mixes. Prod Second International Conference on the Structural Design of Asphalt Pavements. Ann Arbor, Michigan, 1997. 459-483

Google Scholar