Evaluation of Low Temperature Performance for Diatomite Modified Asphalt Mixture

Author:

Zhang Yi Bo,Zhu Hong Zhou,Wang Guo An1,Chen Tuan Jie2

Affiliation:

1. Shanxi Provincial Research Institute of Communications

2. CCCC First Highway Consultants Co., LTD

Abstract

According to the low temperature disease on asphalt pavement in the areas of cold and large temperature difference between day and night, conventional index test and low temperature bending creep test were used to analyze the influence of diatomite dosage on the low temperature performance of diatomite modified asphalt, and the mixture’s low temperature bending test was applied for verification. Test results show that after diatomite’s addition into asphalt, equivalent brittle point reduces significantly, ductility test cannot estimate low temperature performance very well, stiffness modulus increases and relaxation ability decreases; meanwhile, peak value of stiffness modulus and strain energy of asphalt mixture can be found, the low temperature crack resistance is enhanced; optimum dosage of diatomite is 13%. So, the low temperature performance evaluation method of diatomite modified asphalt mixture through BBR’s low temperature performance evaluation on diatomite modified asphalt remains to be discussed.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference6 articles.

1. Wang Guoan, Zhu Hongzhou, Chen Tuanjie and Tang Boming, in: Evaluation on High-temperature Behavior of Diatomite Modified Asphalt, volume 35 of Highway Engineering (2010), p.150.

2. Chen Weifeng, Gao Peiwei, Li xiaoyan, Le Jianxin and Jin Shaochun, in: Effect of the New Type Diatomite Modifier on the Pavement Performance of Asphalt Mixture, volume 25 of Journal of Materials Science and Engineering (2007), p.578.

3. Zhang Xiankang, in: Using Diatomite to Improve Asphalt Mixture's Pavement Performance, Highway Traffic Technology (Application Technology Edition) (2005) , p.35.

4. Shen Jin'an: Asphalt and Its Mixture (China Communications Press, Beijing 2001), p.138.

5. Scher R. L., in: Environmental-induced Longitudinal Cracking in Cold Region Pavements, Proceedings of the 8th International Conference on Cold Region Engineering (ASCE). Fairbanks, Alaska (1996), p.899.

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