Multiple stress creep and recovery test for bituminous binders – influence of several key experimental parameters
暂无分享,去创建一个
[1] Jiqing Zhu,et al. Multiple Stress Creep Recovery Test to Differentiate Polymer Modified Bitumen at High Temperature , 2022, Journal of Testing and Evaluation.
[2] Z. Leng,et al. Investigating the High- and Low-Temperature Performance of Warm Crumb Rubber–Modified Bituminous Binders Using Rheological Tests , 2021, Journal of Transportation Engineering, Part B: Pavements.
[3] D. Lo Presti,et al. Rutting analysis of different rubberised stone mastic asphalt mixtures: from binders to mixtures , 2021, Road Materials and Pavement Design.
[4] S. Vansteenkiste,et al. Characterisation of complex polymer modified bitumen with rheological parameters , 2021 .
[5] Jiqing Zhu,et al. Complex Bituminous Binders, Are Current Test Methods Suitable for? , 2020, RILEM Bookseries.
[6] Ramadan A. Salim,et al. Relationship between Asphalt Binder Parameters and Asphalt Mixture Rutting , 2019, Transportation Research Record: Journal of the Transportation Research Board.
[7] P. Sebaaly,et al. A critical review of high polymer-modified asphalt binders and mixtures , 2018, International Journal of Pavement Engineering.
[8] G. White. Grading highly modified binders by multiple stress creep recovery , 2017 .
[9] M. D. I. Domingos,et al. Characterization of the rutting potential of modified asphalt binders and its correlation with the mixture’s rut resistance , 2017 .
[10] Jamilla Emi Sudo Lutif Teixeira,et al. Use of frequency sweep and MSCR tests to characterize asphalt mastics containing ornamental stone residues and LD steel slag , 2016 .
[11] Pravat Karki,et al. Use of the MSCR test to characterize the asphalt binder properties relative to HMA rutting performance – A laboratory study , 2015 .
[12] T. Pellinen,et al. The multiple stress creep-recovery test: a detailed analysis of repeatability and reproducibility , 2013 .
[13] R. A. Dusseau,et al. Characterization of creep and recovery curve of polymer modified binder , 2012 .
[14] Hussain U Bahia,et al. A nonlinear constitutive relationship for asphalt binders , 2012 .
[15] Amir Golalipour,et al. Modification of Multiple Stress Creep and Recovery Test Procedure and Usage in Specification , 2011 .
[16] Thamindra Lakshan Jayanthi Wasage,et al. Rheological analysis of multi-stress creep recovery (MSCR) test , 2011 .
[17] John D'Angelo,et al. The Relationship of the MSCR Test to Rutting , 2009 .
[18] Xiaohu Lu,et al. The Morphology of Bitumen-SBS Blends by UV Microscopy , 2008 .
[19] Hussain U Bahia,et al. Why do we Need to Change G*/Sinδ and How? , 2006 .
[20] D. Little,et al. Characterization of Asphalt Binder Resistance to Permanent Deformation Based on Nonlinear Viscoelastic Analysis of Multiple Stress Creep Recovery (MSCR) Test , 2009 .
[21] Wang Binggang. Modification of Rutting Factor of Styrene Butadiene Styrene Block Copolymer Modified-Asphalt , 2008 .
[22] R. Kluttz,et al. Revision of the Superpave High Temperature Binder Specification: The Multiple Stress Creep Recovery Test (With Discussion) , 2007 .
[23] P Turner,et al. Development of binder specification parameters based on characterization of damage behavior , 2001 .
[24] R M Anderson,et al. CHARACTERIZATION OF MODIFIED ASPHALT BINDERS IN SUPERPAVE MIX DESIGN , 2001 .
[25] D A Anderson,et al. DEVELOPMENT OF SHRP BINDER SPECIFICATION (WITH DISCUSSION) , 1993 .