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Polymeric Composites in Road and Bridge Engineering: Characterization, Production and Application
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Roads, bridges, airports, and ports are multirole transportation infrastructure assets, which rely heavily on asphalt, cement, and aggregates in traditional civil engineering. Multirole transportation infrastructures should be resistant enough against structural loads and vehicle loads. Further, multirole transportation infrastructures are greatly affected by climate change, which has the potential to impact both long- and short-term infrastructure performance. Recent developments in materials science, especially polymers, have brought new perspectives in the modification of civil engineering materials and consequent improvements. Being both strong and lightweight, polymer composites have already found wide-ranging uses in civil engineering. The application of various types of polymers includes admixtures and additives (e.g., alternative binders, polymer fibers) for enhanced mechanical performances and enhanced functional properties such as self-healing and self-cleaning. Therefore, it is necessary to analyze advanced functional polymer composites sitting at the intersection of physics, chemistry, materials science, and engineering. It is concerned with the possible applications of polymeric composites to develop new technologies in road and bridge engineering, which will focus on current and future research toward characterization techniques, evaluation tools, and the production of advanced functional polymer composites.
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Keywords
- activated crumb rubber
- aging process
- anti-aging properties
- asphalt
- asphalt mixture
- basalt fiber
- basalt fiber polymer-modified reactive powder concrete
- bibliographic analysis
- composite material
- composite modified bitumen
- construction materials
- cracking moment
- cumulative plastic strain
- curve model
- damage model
- desulfurization process
- desulfurized crumb rubber
- Diatomite
- dynamic properties
- embankment slope
- fatigue performance
- fatigue properties
- fatigue property
- fiber cementitious materials
- fiber microstructure
- fiber soil
- fiber-reinforced geopolymers
- Fibers
- fly ash
- four-point bending fatigue test
- geopolymers
- Glover-Rowe (G-R) parameter
- grey correlation analysis
- high-speed rail
- high-temperature performance
- History of engineering & technology
- improvement
- infrared spectroscopy test
- iron-ore tailing
- lime treated soil
- lime-treated subgrade soil
- loess
- low-temperature performance
- mechanical characteristics
- Mechanical properties
- Mechanical Property
- mechanochemical method
- microscopic test
- modified asphalt with high linear SBS content
- n/a
- nano clay
- Nanoparticles
- normal section bending bearing capacity
- orthogonal test
- pavement structure
- permanent deformation resistance
- physical properties
- polyethylene
- polymer concrete
- polypropylene fiber
- PPA
- recycled aggregate
- reinforcement mechanism
- Response Surface
- rheological properties
- rheological property
- rubber crumb
- SBS
- sealant
- semi-circular bending test
- short-term aging
- stress level
- styrene-butadiene-styrene modified asphalt
- styrene–butadiene–styrene
- subgrade settlement
- Technology, engineering, agriculture
- Technology: general issues
- unconfined compressive properties
- waste crumb rubber
- waste red brick
- waterborne polyurethane
Links
DOI: 10.3390/books978-3-0365-6779-2Editions