Research on interfacial zone failure of asphalt mixture mixed with recycled aggregates

[1]  Ankit K. Gupta,et al.  Potential utilization of construction wastes in asphalt pavements as fillers using ranking framework , 2021 .

[2]  Jing Hu,et al.  Investigation on the properties of aggregate-mastic interfacial transition zones (ITZs) in asphalt mixture containing recycled concrete aggregate , 2020 .

[3]  S. Kalidindi,et al.  Environmental benefits of construction and demolition debris recycling: Evidence from an Indian case study using life cycle assessment , 2020 .

[4]  M. Oeser,et al.  Parameter optimisation of a 2D finite element model to investigate the microstructural fracture behaviour of asphalt mixtures , 2019, Theoretical and Applied Fracture Mechanics.

[5]  S. Tighe,et al.  Effect of Recycled Concrete Aggregate on Rutting and Stiffness Characteristics of Asphalt Mixtures , 2019, Journal of Materials in Civil Engineering.

[6]  Guoqiang Sun,et al.  Potential of recycled concrete aggregate pretreated with waste cooking oil residue for hot mix asphalt , 2019, Journal of Cleaner Production.

[7]  Yijie Huang,et al.  Effects of coral, recycled and natural coarse aggregates on the mechanical properties of concrete , 2018, Construction and Building Materials.

[8]  R. Tarefder,et al.  Phase identification and characterization of aging effects in asphaltic materials by nanoindentation testing , 2018, Transportation Geotechnics.

[9]  M. Aliha,et al.  Mixed mode tensile – In plane shear fracture energy determination for hot mix asphalt mixtures under intermediate temperature conditions , 2018 .

[10]  J. Turner,et al.  An integrated microstructural-nanomechanical-chemical approach to examine material-specific characteristics of cementitious interphase regions , 2018 .

[11]  Sireesh Saride,et al.  Evaluation of cracking resistance potential of geosynthetic reinforced asphalt overlays using direct tensile strength test , 2018 .

[12]  A. R. Pasandín,et al.  Moisture damage resistance of hot-mix asphalt made with recycled concrete aggregates and crumb rubber , 2017 .

[13]  Alessandra Magrini,et al.  Waste Management in Industrial Construction: Investigating Contributions from Industrial Ecology , 2017 .

[14]  Rakesh Kumar Influence of recycled coarse aggregate derived from construction and demolition waste (CDW) on abrasion resistance of pavement concrete , 2017 .

[15]  O. Restrepo-Baena,et al.  Microstructural analysis of interfacial transition zone (ITZ) and its impact on the compressive strength of lightweight concretes , 2017 .

[16]  E. Botero,et al.  Use of recycled construction and demolition waste (CDW) aggregates: A sustainable alternative for the pavement construction industry , 2016 .

[17]  J. Turner,et al.  Nanomechanical Properties of Constituent Phases in Bituminous Mixtures , 2016 .

[18]  I. Asi,et al.  Effect of bitumen grade on hot asphalt mixes properties prepared using recycled coarse concrete aggregate , 2016 .

[19]  Saeed Fatemi,et al.  Performance evaluation of recycled asphalt mixtures by construction and demolition waste materials , 2016 .

[20]  I. Pérez,et al.  Binder–aggregate adhesion and resistance to permanent deformation of bitumen-emulsion-stabilized materials made with construction and demolition waste aggregates , 2016 .

[21]  P. Monteiro,et al.  Microstructural analysis of recycled concrete using X-ray microtomography , 2016 .

[22]  I. Pérez,et al.  Nonlinear elastic behavior of bitumen emulsion-stabilized materials with C&D waste aggregates , 2015 .

[23]  Alex K. Apeagyei,et al.  Influence of aggregate mineralogical composition on water resistance of aggregate–bitumen adhesion , 2015 .

[24]  A. R. Pasandín,et al.  The Effect of Hydrated Lime on the Bond Between Asphalt and Recycled Concrete Aggregates , 2015 .

[25]  R. Tarefder,et al.  Nanomechanical Characterization Effect of Mica and Aging on Asphalt Binder , 2014 .

[26]  Tamon Ueda,et al.  Experimental investigation of the deformational behavior of the interfacial transition zone (ITZ) in concrete during freezing and thawing cycles , 2014 .

[27]  A. Molenaar,et al.  Experimental study into the fundamental understanding of blending between reclaimed asphalt binder and virgin bitumen using nanoindentation and nano-computed tomography , 2014 .

[28]  Z. Tan,et al.  The ITZ microstructure, thickness and porosity in blended cementitious composite: Effects of curing age, water to binder ratio and aggregate content , 2014 .

[29]  Murat Guler,et al.  Rutting susceptibility of asphalt concrete with recycled concrete aggregate using revised Marshall procedure , 2014 .

[30]  A. R. Pasandín,et al.  Mechanical properties of hot-mix asphalt made with recycled concrete aggregates coated with bitumen emulsion , 2014 .

[31]  M. Arabani,et al.  Laboratory evaluation of recycled waste concrete into asphalt mixtures , 2013 .

[32]  A. R. Pasandín,et al.  Laboratory evaluation of hot-mix asphalt containing construction and demolition waste , 2013 .

[33]  Surendra P. Shah,et al.  Properties of interfacial transition zones in recycled aggregate concrete tested by nanoindentation , 2013 .

[34]  Jianzhuang Xiao,et al.  Interfacial transition zones in recycled aggregate concrete with different mixing approaches , 2012 .

[35]  A. R. Pasandín,et al.  Hot mix asphalt using C&D waste as coarse aggregates , 2012 .

[36]  Yoon-Ho Cho,et al.  The application of Recycled Concrete Aggregate (RCA) for Hot Mix Asphalt (HMA) base layer aggregate , 2011 .

[37]  Shu-tang Liu,et al.  Analysis and application of relationships between low-temperature rheological performance parameters of asphalt binders , 2010 .

[38]  Mahalia Miller,et al.  Surface Roughness Criteria for Cement Paste Nanoindentation , 2008 .