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《Journal of Highway and Transportation Research and Development》 1991-01
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On the Low-Temperature Creep Characteristic of Asphalt Concrete in Direct Tension

Li Yongqi  
Two creep models-attenuate creep and non-attenuate creep are analyzed in this paper based on the test result of low-temperature characteristic of standard and modified asphalt concrete in direct tension. An equation is proposed for calculating the creep of asphalt concrete in terms of the conditional long term strength and analytical characteristic of the stable section in the non-attenuate creep curve and accordingly a method of calculating-temperature stress is derived.
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【Co-references】
Chinese Journal Full-text Database 10 Hits
1 LIJing,DAI Jing-liang (School of Highway, Chang'an University, Xi'an 710064, China);Calculation and application of effective temperature of asphalt mixture[J];Journal of Chongqing Jiaotong University;2004-03
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10 Luo Wenbo 1,2 Yang Tingqing 1 An Qunli 1 ( 1 Department of Mechanics, Huazhong University of Science and Technology, Wuhan, 430074) ( 2 Institute of Fundamental Mechanics and Material Engineering, Xiangtan University, Xiangtan, 411105);TIME-TEMPERATURE-STRESS EQUIVALENCE AND ITS APPLICATION TO NONLINEAR VISCOELASTIC MATERIALS[J];Acta Mechanica Solida Sinica;2001-03
【Secondary References】
Chinese Journal Full-text Database 4 Hits
1 Wu Tao~1,Cui Wei~2,Gu Liangjun~3,Cheng Li~3;Study on Low Temperature Performance Evaluation Indexes of Asphalt Mixing material[J];Technology of Highway and Transport;2006-02
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