Influence of Bentonite Additive on Bitumen and Asphalt Mixture Properties
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.
[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.
[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.
@article{"International Journal of Architectural, Civil and Construction Sciences:59898", author = "Ziari Hassan and Divandari Hassan and Babagoli Rezvan and Akbari Ali", title = "Influence of Bentonite Additive on Bitumen and Asphalt Mixture Properties", 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", volume = "6", number = "8", pages = "662-6", }