DEVELOPMENT OF HIGH MODULUS ASPHALT CONCRETE MIX DESIGN TECHNOLOGY FOR USE ON ONTARIO’S HIGHWAYS

[1]  Hervé Di Benedetto,et al.  General “2S2P1D” Model and Relation Between the Linear Viscoelastic Behaviours of Bituminous Binders and Mixes , 2003 .

[2]  Hervé Di Benedetto,et al.  Thermomechanical characterization of asphalt mixtures modified with high contents of asphalt shingle modifier (ASM®) and reclaimed asphalt pavement (RAP) , 2013 .

[3]  Mohamed Rehan Karim,et al.  Dynamic properties of stone mastic asphalt mixtures containing waste plastic bottles , 2012 .

[4]  A. Veeraragavan,et al.  Estimation of dynamic modulus of Bitumen Stabilized Mixes , 2017 .

[5]  Yue Huang,et al.  A review of the use of recycled solid waste materials in asphalt pavements , 2007 .

[6]  Akh Kwan,et al.  Effects of various shape parameters on packing of aggregate particles , 2001 .

[7]  P J Sanders,et al.  The application of Enrobe a Module Eleve in flexible pavements , 2005 .

[8]  Jorge C. Pais,et al.  Main flexible pavement and mix design methods in Europe and challenges for the development of an European method , 2017 .

[9]  Haifang Wen.  Fatigue Performance Evaluation of WesTrack Asphalt Mixtures Based on Viscoelastic Analysis of Indirect Tensile Test , 2001 .

[10]  Aurilio,et al.  Bailey Method - Achieving Volumetrics and HMA Compactability , 2005 .

[11]  Mohamed Rehan Karim,et al.  Optimization of asphalt and modifier contents for polyethylene terephthalate modified asphalt mixtures using response surface methodology , 2015 .

[12]  A. Kwan,et al.  Packing density measurement and modelling of fine aggregate and mortar , 2009 .

[13]  Joseph Anochie-Boateng,et al.  TRANSFER OF HIGH MODULUS ASPHALT TECHNOLOGY TO SOUTH AFRICA , 2011 .

[14]  Akh Kwan,et al.  Packing density: a key concept for mix design of high performance concrete , 2005 .

[15]  Hervé Di Benedetto,et al.  Effect of Binder Characteristics on Fatigue of Asphalt Pavement Using an Intrinsic Damage Approach , 2005 .

[16]  Anush K. Chandrappa,et al.  Predictive Models for Storage Modulus and Loss Modulus of Asphalt Mixtures , 2016 .

[17]  Mansour Solaimanian,et al.  Simple Performance Test for Moisture Damage Prediction in Asphalt Concrete (With Discussion) , 2006 .

[18]  Laszlo Petho,et al.  EME technology transfer to Australia: an explorative study , 2013 .

[19]  D. Rys,et al.  Investigation of low-temperature cracking in newly constructed high-modulus asphalt concrete base course of a motorway pavement , 2015 .

[20]  W. Buttlar,et al.  Nondestructive Low-Temperature Cracking Characterization of Asphalt Materials , 2017 .

[21]  Aravaipa Canyon Basin,et al.  Volume 3 , 2012, Journal of Diabetes Investigation.

[22]  Jorge C. Pais,et al.  Evaluating permanent deformation in asphalt rubber mixtures , 2009 .

[23]  F. Larrard.  Concrete Mixture Proportioning: A Scientific Approach , 1999 .

[24]  François Olard.  Relations entre la composition, la structure et les propriétés thermo-mécaniques des matériaux bitumineux , 2013 .

[25]  Jorge Augusto Pereira Ceratti,et al.  Using APT and Laboratory Testing to Evaluate the Performance of High Modulus Asphalt Concrete for Base Courses in Brazil , 2008 .

[26]  Mahfoud Benzerzour,et al.  Composition of self compacting concrete (SCC) using the compressible packing model, the Chinese method and the European standard , 2013 .

[27]  Maria Espersson.  Effect in the high modulus asphalt concrete with the temperature , 2014 .

[28]  Hassan Baaj,et al.  Modeling the relationship between the shape and flowing characteristics of processed sands , 2016 .

[29]  Jiayu Wang,et al.  Performance investigation and sustainability evaluation of multiple-polymer asphalt mixtures in airfield pavement , 2018, Journal of Cleaner Production.

[30]  T Sedran,et al.  Optimization of ultra-high-performance concrete by the use of a packing model , 1994 .

[31]  Thierry Sedran,et al.  Mixture-proportioning of high-performance concrete , 2002 .

[32]  Ali Khodaii,et al.  Evaluation of permanent deformation of unmodified and SBS modified asphalt mixtures using dynamic creep test , 2009 .

[33]  Geoffrey M. Rowe,et al.  Alternate Shift Factor Relationship for Describing Temperature Dependency of Viscoelastic Behavior of Asphalt Materials , 2011 .

[34]  Khalid A. Ghuzlan,et al.  The combined effect of loading frequency, temperature, and stress level on the fatigue life of asphalt paving mixtures using the IDT test configuration , 2014 .

[35]  H. Benedetto,et al.  Application of the theory of viscoelasticity to evaluate the resilient modulus test in asphalt mixes , 2017 .

[36]  Hao Wang,et al.  Experimental study on rheological characteristics and performance of high modulus asphalt binder with different modifiers , 2017 .

[37]  Yiqiu Tan,et al.  Evaluation of low-temperature performance of asphalt paving mixtures , 2012 .

[39]  Louay N. Mohammad,et al.  Compactability and performance of superpave mixtures with aggregate structures designed using the Bailey method , 2006 .

[40]  T Distin,et al.  EME2: the journey to Australia , 2015 .

[41]  T. Vinson,et al.  LOW-TEMPERATURE CRACKING: FIELD VALIDATION OF THE THERMAL STRESS RESTRAINED SPECIMEN TEST , 1994 .

[42]  Laszlo Petho,et al.  High modulus asphalt (EME) technology transfer to South Africa and Australia: shared experiences , 2015 .

[43]  Mohamed Rehan Karim,et al.  A review on fatigue and rutting performance of asphalt mixes , 2011 .

[44]  Manfred N. Partl,et al.  Comparison of the two point bending and four point bending test methods for aged asphalt concrete field samples , 2015 .

[45]  C. Sauzéat,et al.  Linear viscoelastic behaviour of bituminous materials: From binders to mixes , 2004 .

[46]  Robert Y. Liang,et al.  Prediction of fatigue life of asphalt concrete beams , 1997 .

[47]  Xiaohu Lu,et al.  Effect of bitumen wax on asphalt mixture performance , 2007 .

[48]  F de Larrard,et al.  Prediction of the packing density of granular mixtures using the solid suspension model; I. theoretical bases and calibration of the model , 1994 .

[49]  L. Francken,et al.  Stiffness testing for bituminous mixtures , 2001 .

[51]  Geoffrey M. Rowe,et al.  Fatigue response of asphalt-aggregate mixtures , 1992 .

[52]  Gordon Airey,et al.  Combined bituminous binder and mixture linear rheological properties , 2004 .

[53]  Manfred N. Partl,et al.  An advanced methodology for the mix design optimization of hot mix asphalt , 2016 .

[54]  H. Benedetto,et al.  Effect of colloidal structure of bituminous binder blends on linear viscoelastic behaviour of mixtures containing Reclaimed Asphalt Pavement , 2016 .

[55]  Taher Baghaee Moghaddam,et al.  Application of compressible packing model for optimization of asphalt concrete mix design , 2018 .

[57]  C. Celauro,et al.  Improvement of high modulus asphalt mixtures with average quality aggregate and bitumen by application of polymeric additives , 2018, Construction and Building Materials.

[58]  Mohamed Rehan Karim,et al.  Evaluation of permanent deformation characteristics of unmodified and Polyethylene Terephthalate modified asphalt mixtures using dynamic creep test , 2014 .

[59]  Simon Pouget,et al.  Viscoelastic Behaviour Characterization of a Gap-graded Asphalt Mixture with SBS Polymer Modified Bitumen , 2015 .

[60]  Taher Baghaee Moghaddam,et al.  Analysis of fatigue properties of unmodified and polyethylene terephthalate modified asphalt mixtures using response surface methodology , 2015 .

[61]  Yuan Xiao,et al.  Evaluation of engineering properties of hot mix asphalt concrete for the mechanistic-empirical pavement design , 2009 .

[62]  Shihui Shen,et al.  Impact of aggregate packing on dynamic modulus of hot mix asphalt mixtures using three-dimensional discrete element method , 2012 .

[63]  Kasthurirangan Gopalakrishnan,et al.  Evaluating the aggregate structure in hot-mix asphalt using three-dimensional computer modeling and particle packing simulations , 2006 .

[64]  Bernd Faust,et al.  Hot Mix Asphalt Materials Mixture Design And Construction , 2016 .

[65]  Serji N. Amirkhanian,et al.  Effects of non-foaming WMA additives on asphalt binders at high performance temperatures , 2012 .

[66]  Hassan Baaj,et al.  FATIGUE OF MIXES: AN INTRINSIC DAMAGE APPROACH , 2003 .

[67]  Laszlo Petho,et al.  High modulus high fatigue resistance asphalt (EME2) technology transfer , 2014 .

[68]  J. Judycki,et al.  Comparison of low-temperature cracks intensity on pavements with high modulus asphalt concrete and conventional asphalt concrete bases , 2017 .

[69]  Lei Gao,et al.  Evaluation of pavement performance for reclaimed asphalt materials in different layers , 2018 .

[70]  Brian K Diefenderfer,et al.  Design of a High-Binder–High-Modulus Asphalt Mixture , 2006 .

[71]  Hassan Baaj,et al.  Évaluation de la résistance à la fatigue des enrobés bitumineux fondée sur l'évolution de l'endommagement du matériau en cours d'essai : aspects fondamentaux et application à l'enrobé à matrice de pierre , 2003 .

[72]  Taher Baghaee Moghaddam,et al.  Stiffness modulus of Polyethylene Terephthalate modified asphalt mixture: A statistical analysis of the laboratory testing results , 2015 .

[73]  P. Mikhailenko,et al.  Observation of bitumen microstructure oxidation and blending with ESEM , 2017 .

[74]  H. Baaj,et al.  Fatigue of bituminous mixtures , 2004 .