Study on the Physical Properties of Recycled Cold Asphalt Using Cementless Binders

Byung Jae Lee; Jeong Su Kim; Yong Il Jang

doi:10.4028/www.scientific.net/KEM.665.185

Paper Titles

Interfacial Fracture Strength of Micro-Scale Si/Cu Components with Different Free-Edge Shape
p.169

The Role of Residual Stresses in Particulate Composite with Glass Matrix
p.173

The Research about the Strength of Composite Riser Pipes Based on Finite Element Method
p.177

Second-Order Computational Homogenization Approach Using Higher-Order Gradients at Microlevel
p.181

Study on the Physical Properties of Recycled Cold Asphalt Using Cementless Binders
p.185

Study on the Durability of Cementless Concrete Produced with Industrial By-Products
p.189

Experimental Study on the Microstructure of Cementless Concrete through the SEM and XRD Analysis
p.193

Effect of Resin Particle on Interfacial Shear Strength of CF/MAPP after Immersion
p.197

Numerical Simulation of Strain Localization of Rock-Like Material Containing Single Flaw
p.201

HomeKey Engineering MaterialsKey Engineering Materials Vol. 665Study on the Physical Properties of Recycled Cold...

Study on the Physical Properties of Recycled Cold Asphalt Using Cementless Binders

Abstract:

In this study, the optimal mixing conditions for recycled cold asphalt, which recycled waste asphalt and used cementless binders, was assessed through verification of the performance. The cementless binder mixing ratio of 6% desulfurization gypsum substitution rate for blast furnace slag was found to have the most outstanding properties. For the Marshall stability, 4% filler mixing brought about a 1.92 times strength increase effect compared to OPC. The flow value testing showed that an increase in the use of asphalt emulsion resulted in an increased flow value while it decreased with the increase in filler substitution rate. The optimal mixing condition that satisfied mechanical performance and durability among the test conditions assessed in this study was found to be 4% filler mixed.

You might also be interested in these eBooks

Advances in Fracture and Damage Mechanics XIV

View Preview

Info:

Periodical:

Key Engineering Materials (Volume 665)

Pages:

185-188

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.665.185

Citation:

Cite this paper

Online since:

September 2015

Authors:

Byung Jae Lee, Jeong Su Kim, Yong Il Jang

Keywords:

Cementless Binder, Compressive Strength, Marshall Stability, Recycled Cold Asphalt

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Alexander Bernier, Adam Zofka, Iliya Yut , Laboratory evaluation of rutting susceptibility of polymer-modified asphalt mixtures containing recycled pavements, , Construction and Building Materials, Vol. 31, ( 2012), pp.58-66.

DOI: 10.1016/j.conbuildmat.2011.12.094

Google Scholar

[2] Ali Jamshidi, Babak Golchin, Meor Othman Hamzah, Pamela Turner, Selection of type of warm mix asphalt additive based on the rheological properties of asphalt binders, Journal of Cleaner Production, Available online, (2015), pp.1-18.

DOI: 10.1016/j.jclepro.2015.03.036

Google Scholar

[3] Naisheng Guo, Zhanping You, Yinghua Zhao, Yiqiu Tan, Aboelkasim Diab , Laboratory performance of warm mix asphalt containing recycled asphalt mixtures, Construction and Building Materials, Vol. 64, (2014), pp.141-149.

DOI: 10.1016/j.conbuildmat.2014.04.002

Google Scholar

[4] K.J.D. MacKenzie, Innovative applications of inorganic polymers (geopolymers), Handbook of Alkali-Activated Cements, Mortars and Concretes, (2015), pp.777-805.

DOI: 10.1533/9781782422884.5.777

Google Scholar