Influence of Bentonite Additive on Bitumen and Asphalt Mixture Properties
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 33122
Influence of Bentonite Additive on Bitumen and Asphalt Mixture Properties

Authors: Ziari Hassan, Divandari Hassan, Babagoli Rezvan, Akbari Ali

Abstract:

Asphalt surfaces are exposed to various weather conditions and dynamic loading caused by passing trucks and vehicles. In such situations, asphalt cement shows so different rheological-mechanical behavior. If asphalt cement isn-t compatible enough, asphalt layer will be damaged immediately and expensive repairing procedures should be performed then. To overcome this problem, researchers study on mechanical improved asphalt cement. In this study, bentonite was used in order to modify bitumen characteristics and the modified bitumen's characteristics were investigated by asphalt cement tests. Then, the optimal bitumen content in various compounds was determined and asphalt samples with different contents of additives were prepared and tested. Results show using this kind of additive not only has caused improvement in bitumen mechanical properties, but also improvement in Marshall Parameters was achieved.

Keywords: Asphalt mixture, Bentonite, Modified bitumen, Performance characteristics

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1076028

Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 3906

References:


[1] Iranian Pavement Roads Standard, Code Number 234. Tehran, IRAN: Presidential Programming Organization, 2011.
[2] Road General Specifications, Code Number 101. Tehran, IRAN: Program and Budget Organization, 2003.
[3] A.M.Tabatabaei, Road Pavement, Tehran, IRAN: University Publication Center, 2006.
[4] Yu J, Zeng X, Wu S, Wang L, Liu G, "Preparation and properties of montmorillonite modified asphalts" Mat SciEng A. 447:233-238.
[5] Shahabadi. Zare. A, Shokuhfar. A, Ebrahimi-Nejad. S, "Preparation and rheological characterization of asphalt binders reinforced with layered silicate nanoparticles" ,Construction and Building Materials 24 (2010), 1239-1244.
[6] Hamidi. Y, Sarrafi. A, Tahmooresi. M, "Bentonite effect on rubber modified bitumen", 12th national congress on chemical engineering, Iran.
[7] Kojima. Y, "Mechanical properties of nylon 6-clay hybrid". J Mater Res (1993); 8:1185-9
[8] Chen Yang. Y, Lee. YK, Chen. YT, Wu. JC. "High improvement in the properties of exfoliated PU/clay nanocomposites by the alternative swelling process". Polymer (2007); 48:2969-79.
[9] Suguna Lakshmi. M, Narmadha. B, Reddy. BSR "Enhanced thermal stability and structural characteristics of different MMT-clay/epoxynanocomposite materials". PolymDegrad Stabil (2008); 93:201-13.
[10] Ziari. H, Tabatabaei. S.A, Khabiri. MM, "Applicable Guide for Asphalt and Bitumen Tests". Tehran, IRAN: Iran University of Science and Technology, 2006.