Application of Polymer Materials in Pavement Design
This Special Issue comprises 17 research articles and 2 review articles, covering studies on both individual and composite polymer modifications. Topics include high-content polymer-modified bitumen, epoxy resin adhesives, SBS-modified bitumen, PE-modified bitumen, crumb-rubber-modified bitumen, and...
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Format: | Electronic Book Chapter |
Language: | English |
Published: |
Basel
MDPI - Multidisciplinary Digital Publishing Institute
2023
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Online Access: | DOAB: download the publication DOAB: description of the publication |
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072 | 7 | |a TR |2 bicssc | |
100 | 1 | |a Jiang, Wei |4 edt | |
700 | 1 | |a Liu, Quantao |4 edt | |
700 | 1 | |a Norambuena-Contreras, Jose |4 edt | |
700 | 1 | |a Huang, Yue |4 edt | |
700 | 1 | |a Jiang, Wei |4 oth | |
700 | 1 | |a Liu, Quantao |4 oth | |
700 | 1 | |a Norambuena-Contreras, Jose |4 oth | |
700 | 1 | |a Huang, Yue |4 oth | |
245 | 1 | 0 | |a Application of Polymer Materials in Pavement Design |
260 | |a Basel |b MDPI - Multidisciplinary Digital Publishing Institute |c 2023 | ||
300 | |a 1 electronic resource (364 p.) | ||
336 | |a text |b txt |2 rdacontent | ||
337 | |a computer |b c |2 rdamedia | ||
338 | |a online resource |b cr |2 rdacarrier | ||
506 | 0 | |a Open Access |2 star |f Unrestricted online access | |
520 | |a This Special Issue comprises 17 research articles and 2 review articles, covering studies on both individual and composite polymer modifications. Topics include high-content polymer-modified bitumen, epoxy resin adhesives, SBS-modified bitumen, PE-modified bitumen, crumb-rubber-modified bitumen, and biopolymeric capsules and bitumen rejuvenators. | ||
540 | |a Creative Commons |f https://creativecommons.org/licenses/by/4.0/ |2 cc |4 https://creativecommons.org/licenses/by/4.0/ | ||
546 | |a English | ||
650 | 7 | |a Technology: general issues |2 bicssc | |
650 | 7 | |a History of engineering & technology |2 bicssc | |
650 | 7 | |a Transport technology & trades |2 bicssc | |
653 | |a high-content polymer modified asphalt | ||
653 | |a SBS | ||
653 | |a viscoelastic behavior | ||
653 | |a phase structure | ||
653 | |a neat and polymer-modified bitumens | ||
653 | |a low temperatures | ||
653 | |a creep compliance | ||
653 | |a relaxation modulus | ||
653 | |a relaxation time spectrum | ||
653 | |a glass transition temperature | ||
653 | |a road engineering | ||
653 | |a reclaimed asphalt binder | ||
653 | |a rheological properties | ||
653 | |a SHRP test | ||
653 | |a variance analysis | ||
653 | |a salt storage pavement | ||
653 | |a salt storage asphalt mastic | ||
653 | |a high elastic polymer | ||
653 | |a waste polyethylene | ||
653 | |a spectroscopic analysis | ||
653 | |a morphological analysis | ||
653 | |a XRD | ||
653 | |a creep analysis | ||
653 | |a SEM | ||
653 | |a asphalt pavements | ||
653 | |a modified asphalt | ||
653 | |a functional polymer | ||
653 | |a cis-1, 4-polyisoprene | ||
653 | |a polyethylene | ||
653 | |a molecular dynamics | ||
653 | |a microscopic mechanism | ||
653 | |a nano-OvPOSS | ||
653 | |a compatibility | ||
653 | |a structure | ||
653 | |a mechanical properties | ||
653 | |a hot recycled asphalt mixture | ||
653 | |a RAP | ||
653 | |a degree of blending (DOB) | ||
653 | |a low-temperature performance | ||
653 | |a fatigue lifetime | ||
653 | |a prediction model | ||
653 | |a asphalt binder | ||
653 | |a moisture damage | ||
653 | |a dynamic pore water pressure | ||
653 | |a rheological behaviors | ||
653 | |a damage mechanism | ||
653 | |a recycled engine oil bottom | ||
653 | |a SBS modifier | ||
653 | |a the modification-rejuvenation mechanism | ||
653 | |a self-healing | ||
653 | |a rejuvenators | ||
653 | |a alginate | ||
653 | |a encapsulation | ||
653 | |a factorial design | ||
653 | |a post hoc analyses | ||
653 | |a rubberized asphalt | ||
653 | |a adhesion characteristics | ||
653 | |a binder bond strength (BBS) | ||
653 | |a surface free energy (SFE) | ||
653 | |a atomic force microscope (AFM) | ||
653 | |a calcium alginate capsules | ||
653 | |a asphalt concrete | ||
653 | |a selfhealing level | ||
653 | |a low service temperature | ||
653 | |a asphalt | ||
653 | |a natural fibers | ||
653 | |a synthetic fibers | ||
653 | |a waste fibers | ||
653 | |a dense asphalt mix | ||
653 | |a stone mastic asphalt | ||
653 | |a porous asphalt mix | ||
653 | |a biodegradability | ||
653 | |a VOCs | ||
653 | |a crumb rubber | ||
653 | |a bitumen | ||
653 | |a organic montmorillonite | ||
653 | |a inhibition | ||
653 | |a performance-based | ||
653 | |a asphalt mix design | ||
653 | |a performance-related specification | ||
653 | |a viscoelastic continuum damage model | ||
653 | |a viscoplastic shift model | ||
653 | |a asphalt pavement | ||
653 | |a microwave heating | ||
653 | |a pavement de-icing | ||
653 | |a pavement materials | ||
653 | |a epoxy resin | ||
653 | |a toughening agent | ||
653 | |a response surface method | ||
653 | |a gray relational analysis | ||
653 | |a film thickness | ||
653 | |a HCPMA | ||
653 | |a optimal film thickness | ||
653 | |a aging durability | ||
856 | 4 | 0 | |a www.oapen.org |u https://mdpi.com/books/pdfview/book/8271 |7 0 |z DOAB: download the publication |
856 | 4 | 0 | |a www.oapen.org |u https://directory.doabooks.org/handle/20.500.12854/128804 |7 0 |z DOAB: description of the publication |