Recently the research on Perpetual Pavement has been very popular, and the basis of the structure design method for the Perpetual Pavement is the theory of the HMA "Fatigue Limit". In this article, the laboratory study for the fatigue characteristics of LSM Base Mixture chooses the Four Point Beam Bending Test method with four kinds of strain level and two kinds of asphalt content, and the two kinds of data analysis methods which include the AASHTO T321 method and the reduced energy ratio method are used. Based on the analysis of the fatigue tests, the fatigue limit for the LSM Base Mixture on the lower strain level (70 ∼ 100με) is verified.
Laboratory Study of Fatigue Limit for LSM Base Mixture
Seventh International Conference of Chinese Transportation Professionals Congress (ICCTP) ; 2007 ; Shanghai, China
2008-03-21
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Laboratory Validation of Healing-Based Fatigue Endurance Limit for Hot-Mix Asphalt
Transportation Research Record | 2013
|Laboratory Validation of Healing-Based Fatigue Endurance Limit for Hot-Mix Asphalt
Online Contents | 2013
|Fatigue Limit States for Welded Joints
British Library Conference Proceedings | 1994
|LABORATORY FATIGUE TESTING OF GEARS
SAE Technical Papers | 1957
|