Reprint
Sustainable Designed Pavement Materials
Volume 2
Edited by
July 2020
316 pages
- ISBN978-3-03936-002-4 (Hardback)
- ISBN978-3-03936-003-1 (PDF)
This book is a reprint of the Special Issue Sustainable Designed Pavement Materials that was published in
This book is part of the book set Sustainable Designed Pavement Materials
Chemistry & Materials Science
Engineering
Physical Sciences
Summary
This Special Issue “Sustainable Designed Pavement Materials” has been proposed and organized as a means to present recent developments in the field of environmentally-friendly designed pavement materials. For this reason, articles included in this special issue relate to different aspects of pavement materials, from industry solid waste recycling to pavement materials recycling, from pavement materials modification to asphalt performance characterization, from pavement defect detection to pavement maintenance, and from asphalt pavement to cement concrete pavement.
Format
- Hardback
License
© 2020 by the authors; CC BY-NC-ND license
Keywords
bitumen; mastic; mortar; rheological properties; physical interaction; asphalt mixture; microwave heating; steel slag; dielectric loss; electromagnetic; numerical simulation; road engineering; asphalt mixture; modulus test; synchronous test method; tensile moduli; compressive moduli; indirect tensile moduli; four-point bending moduli; standardized; asphalt concrete; damage detection; ultrasonic wave; velocity; aging characteristics; bitumen; bituminous pavement structures; in service; microscopic characterizations; BOF slag; coarse aggregate; geometric characteristics; asphalt concrete; road performance; graphene-modified asphalt; ethylene bis(stearamide); uniform design; dispersibility; modification; structure design; asphalt mixture; laboratory strength; unified strength model; loading modes; microwave activation; short-term aging; rheological property; repeated creep recovery; asphalt concrete; induction heating; asphalt binder aging; FTIR; DSR; FCA; asphalt pavement; skid resistance; durability; antiskid surface; image analysis; sustainable; secondary materials; quarry waste; frost susceptibility; asphalt mixture; encapsulated rejuvenator; road performance; self-healing; asphalt; fire retardance; smoke suppression; thermogravimetry; differential thermogravimetry; activation energy; temperature distribution; smoke height distribution; asphalt mixture; cement concrete deck; phosphorous slag; interlaminar bonding; shear strength; reclaimed asphalt pavement; fatigue; linear amplitude sweep; fine aggregate matrix; flexural bending; viscoelastic continuum damage; rejuvenating agent; superabsorbent polymer (SAP); compressive strength; drying shrinkage; freeze–thaw resistance; rubber modified asphalt mortar; asphalt mixture; continuous and discrete spectrum; finite element model; dynamic modulus; phase angle; master curves; Fibre reinforced concrete; polypropylene; impact loading; constitutive model; failure mode; carbon steel; EIS test; XPS; interfaces; inhibition mechanism; asphalt pavement; cool coating; coating structure; cooling effect; temperature field; tunnel pavement; sustainable pavement material; polyurethane thin overlay; combustion properties; noise reduction; solar reflection; anti-corrosion property; glass flake; chemically bonded phosphate ceramic (CBPC); corrosion mechanism; photocatalytic pavement; vehicle exhaust; photocatalytic concrete; porous concrete; degradation efficiency; basic oxygen furnace steel slag; morphological discrepancy; road performance; mechanism research; road engineering; low-temperature performance; BRA-modified asphalt; BRA-SBR composite modified asphalt; UV radiation; asphalt mixture; chemical structure; mechanical performance; self-healing performance; CT scanning; sustainable; secondary materials; quarry fines; freezing-thawing; clay ball; asphalt pavement; pattern and density; infrared image collection system; field core; self-healing pavement materials; semi-flexible pavement; ECC mortar; crack resistance; curing conditions; asphalt mixture; aggregate mesostructure; permanent deformation; discrete element method; SBS-modified asphalt; SBS latex; rheological properties; compatibility; storage stability; high-viscosity modified asphalt; low grade asphalt; porous asphalt; rheological property; viscosity-temperature characteristic; crumb rubber modified bitumen mastic; Brookfield viscosity; mixing and compaction temperatures; BOF slag filler; asphalt mastic; morphological characteristics; rheological properties; lignin; bitumen; aging; microstructure; chemistry; rheology; functional pavement layer; ultra-thin wearing course asphalt mixture; high-temperature stability; pavement performance test; semi-flexible composite mixture; cement mortar; asphalt mixture; indirect tensile test; SrAl2O4 persistent phosphors; silica–polymer hybrid shell; moisture resistance; stress absorbing membrane interlayer; dynamic mechanical analysis; temperature sweep test; phase transition; crumb rubber modified asphalt mixture; pavement materials; sustainable designed pavement materials; recycling; recycled pavement materials; ageing resistance; modified asphalt materials; rejuvenator; skid resistance; pavement surfacing