Citation: | ZHU Hao-ran, YANG Jun, CHEN Zhi-wei. Triaxial shear test on anti-shear properties of asphalt mixture[J]. Journal of Traffic and Transportation Engineering, 2009, 9(3): 19-23. doi: 10.19818/j.cnki.1671-1637.2009.03.003 |
[1] |
PATERSON W D O. Road deterioration and maintenanceeffect: models for planning and management, the highwaydesign and maintenance standard series[R]. Balti more: JohnsHopkins University Press, 1987.
|
[2] |
EISENMANN J, HILMER A. Influence of wheel load andinflation pressure on the rutting effect at asphalt pavement-experi ments and theoretical investigations[C]//University ofMichigan. 6th International Conference on the StructuralDesign of Asphalt Pavements. Ann Arbor: University ofMichigan, 1987: 392-403.
|
[3] |
SOUSA J B, CRAUS J, MONISMITH C L. Permanent deformation of asphalt-aggregate mixes[R]. Washington DC: National Research Council, 1991.
|
[4] |
SI MPSON A L. Characterization of transverse profile[C]//TRB. 1999 Annual Meeting of the Transportation ResearchBoard. Washington DC: National Research Council, 1999: 185-191.
|
[5] |
HARVEYJ, POPESCU L. Rutting of caltrans asphalt concreteand asphalt-rubber hot mix under different wheels, tire andtemperature-accelerated pavement testing evaluation[R]. Berkeley: University of California, 2000.
|
[6] |
BEKHEET W. Investigations of in-situ shear properties ofasphalt pavement[D]. Ottawa: Carleton University, 2002.
|
[7] |
KALOUSH K E, WITCZAK M WT. Tertiary flowcharac-teristics of asphalt mixtures[J]. Journal of the Association ofAsphalt Paving Technologists, 2002, 71: 248-280.
|
[8] |
YANGJun. Research on the rutting-resistance performanceof asphalt concrete pavements through circular road test[R]. Nanjing: Southeast University, 2005. (in Chinese)
|
[9] |
KALOUSH K E. Si mple performance test for permanent deformation of asphalt mixtures[D]. Tempe: Arizona StateUniversity, 2001.
|
[10] |
WITCZAK M W, KALOUSH K E, PELLI NER T, et al. Si mple performance test for Superpave mix design[R]. Washington DC: National Research Council, 2002.
|