Organic Montmorillonite Modified Asphalt Materials: Preparation and Characterization

2013 ◽  
Vol 42 (1) ◽  
pp. 20120205 ◽  
Author(s):  
Jianzhong Pei ◽  
Yong Wen ◽  
Yanwei Li ◽  
Zengping Zhang ◽  
Xin Shi ◽  
...  
2021 ◽  
pp. 127949
Author(s):  
Dongzhao Jin ◽  
Jiaqing Wang ◽  
Lingyun You ◽  
Dongdong Ge ◽  
Chaochao Liu ◽  
...  

2011 ◽  
Vol 25 (2) ◽  
pp. 1072-1078 ◽  
Author(s):  
Zhanping You ◽  
Julian Mills-Beale ◽  
Justin M. Foley ◽  
Samit Roy ◽  
Gregory M. Odegard ◽  
...  

2014 ◽  
Vol 1015 ◽  
pp. 283-286 ◽  
Author(s):  
Zeng Ping Zhang ◽  
Xing Jiao Wu ◽  
Xiao Fen Nan ◽  
Meng Jia ◽  
Ji Cheng Han

In order to increase the life of bituminous pavement, quality of bitumen needs to be enhanced and modified. Different dosages of nano-organic montmorillonite (nano-OMMT) were used as modifier for base asphalt. The effect of the contents of nano-OMMT on high temperature performance of asphalt was investigated. Experimental results showed that with the increase of nano-OMMT of content, the high temperature performance of asphalt was gradually improved. And the high temperature sensitivity of asphalt is also enhanced. The nano-OMMT modified asphalt is expected to possess superior rutting resistance to the base asphalt.


2010 ◽  
Vol 22 (8) ◽  
pp. 759-759
Author(s):  
Yuzhen Zhang ◽  
Tan Yi-qiu ◽  
Shin-Che Huang

Author(s):  
Susanna Man Sze Ho ◽  
Ludo Zanzotto ◽  
Daryl MacLeod

The introduction of the Superpave®asphalt binder specification provided the asphalt industry with a useful guideline for choosing appropriate materials to meet the requirements of a specific climate. Acid, alkaline, and polymer modification are just some of the ways to modify asphalt to meet the Superpave specification. The direct tension test (DTT) technique was applied to study the low-temperature properties of modified asphalt in terms of DTT failure stress values and the critical cracking temperature ( Tcritical). The bending beam rheometer (BBR) usually failed to detect improvement in low-temperature performance in polymer-modified asphalt (PMA). DTT results show that elastomeric polymer modification improves the low-temperature performance of PMA. In some PMAs, the failure stress value was higher than 9.5 MPa. The DTT technique for PMA was also reviewed. The effect of acid and alkaline modifiers on asphalt materials was studied. Acid or alkaline modification of asphalt was found to be only temporary and to be reversible. Acid modification of asphalt can be reversed by reaction with alkaline materials such as lime or antistripping agents. Alkaline modification of asphalt can be reversed by reaction with acidic materials such as carbon dioxide. Alkaline also can be washed away by water. Even though the BBR suggested a slight improvement in the low-temperature performance in acid- or alkalinemodified asphalt, the DTT failure stress values and Tcritical did not confirm this improvement. A relatively simple procedure that allows detection of acid or alkaline modification of asphalt materials is described.


2019 ◽  
Vol 31 (2) ◽  
pp. 04018388 ◽  
Author(s):  
Jiao Jin ◽  
Yanqing Tan ◽  
Ruohua Liu ◽  
Jianlong Zheng ◽  
Junhui Zhang

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