Prediction of asphalt mixtures fatigue properties using damage mechanics

GE Zhe-sheng; HUANG Xiao-ming

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GE Zhe-sheng, HUANG Xiao-ming. Prediction of asphalt mixtures fatigue properties using damage mechanics[J]. Journal of Traffic and Transportation Engineering, 2003, 3(1): 40-42.

Citation:

GE Zhe-sheng, HUANG Xiao-ming. Prediction of asphalt mixtures fatigue properties using damage mechanics[J]. Journal of Traffic and Transportation Engineering, 2003, 3(1): 40-42.

GE Zhe-sheng, HUANG Xiao-ming. Prediction of asphalt mixtures fatigue properties using damage mechanics[J]. Journal of Traffic and Transportation Engineering, 2003, 3(1): 40-42.

Citation:

GE Zhe-sheng, HUANG Xiao-ming. Prediction of asphalt mixtures fatigue properties using damage mechanics[J]. Journal of Traffic and Transportation Engineering, 2003, 3(1): 40-42.

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Prediction of asphalt mixtures fatigue properties using damage mechanics

School of Transportation, Southeast University, Nanjing 210096, China

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Author Bio:
GE Zhe-sheng(1974-), male, a doctoral student of Southeast University, engaged in research of pavement engineering
Received Date: 2002-07-22
Publish Date: 2003-03-25

Abstract

Abstract

A method that was used to analyze cement concrete fatigue and damage was put forward by A.Alliche and D.Francois. Using this method to calculate asphalt mixtures fatigue life, it is found that there is much differences between its result and testing result, the result is related with the parameter of forecast model, the damage evolvement of asphalt mixtures is different with that of cement concrete. The rule of asphalt mixtures damage evolvement was put forward based on a new method. Its forecast result was compared with testing result.It is shown that this method is scientific, moreover, its prediction is accurate.
- asphalt mixtures,
- damage mechanics,
- fatigue tests,
- forecast

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References(3)

References

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[3]	Ingraffea A R, Gerstle W H, Gergely P Saoumav. Fracture mechanics of bond in reinforced concrete[J]. J. of Struct. Eng., 1984, 110(10): 871-889.