Environment-Friendly Construction Materials (Record no. 20446)

MARC details
000 -LEADER
fixed length control field 04583nam a2200121Ia 4500
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 220616s9999||||xx |||||||||||||| ||und||
100 ## - MAIN ENTRY--PERSONAL NAME
Personal name Wu, Shaopeng||Amirkhanian, Serji||Xiao, Yue||Hoff, Inge
245 #0 - TITLE STATEMENT
Title Environment-Friendly Construction Materials
546 ## - LANGUAGE NOTE
Language note English[eng]
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element fluorescence spectrum||microstructure||regeneration||sensitivity analysis||asphalt mixes||limestone aggregates||bio-oil||plateau value of dissipated strain energy ratio||diatomite||water-leaching pretreatment||fatigue performance||ultra-thin wearing course||recycling aggregate||design optimization||induction heating||vibration noise consumption||bitumen||relaxation||viscous-elastic temperature||field evaluation||healing agents||transmittance||Ca-alginate microcapsules||artificially aged asphalt mixture||sequencing batch Chlorella reactor||waste concrete||plant ash lixivium||steel fiber||ultra-high performance concrete||titanate coupling agent||SEM||self-healing||physical properties||porous pumice||thermal–mechanical properties||aggregate morphology||asphalt mortar||adhesion energy||styrene–butadiene–styrene (SBS) modified bitumen||water solute exposure||emulsified asphalt||demulsification speed||mineral-asphalt mixtures||aging processes||phase change materials||surface texture||long-term drying shrinkage||contact angle||aging depth||asphalt||calcium alginate capsules||nitrogen and phosphorus removal||micro-morphology||rice husk ash||low-temperature||cement||hydrophobic nanosilica||asphalt mixture||thickness combinations||layered double hydroxide||initial self-healing temperature||environmentally friendly construction materials||epoxidized soybean oil||limestone||chemical evolutions||temperature sensitivity characteristics||micro-surfacing||cement emulsified asphalt mixture||dynamic characteristics||high-strength concrete||flame retardant||durability||creep||damping||damage constitutive model||Ultra-High Performance Concrete (UHPC)||granite aggregate||diatomite-modified asphalt mixture||healing model||asphalt combustion||freeze-thaw cycle||SBS-modified bitumen||workability||graphene||flow behavior index||fluidity||parametrization||fatigue property||rankinite||railway application||crystallization sensitivity||aqueous solute compositions||pozzolanic reaction||self-healing asphalt||recycled material||artificial neural network||rheological properties||molecular dynamic simulation||building envelopes||aluminum hydroxide||crumb rubber||optimization||viscoelasticity||building energy conservation||diffusing||anti-rutting agent||molecular bridge||engineered cementitious composites (ECC)||pavement performance||morphology||colloidal structure||hydrophilic nanosilica||construction materials||road engineering||laboratory evaluation||rejuvenator||fatigue equation||aggregates||three-point bending fatigue test||energy-based approach||aggregate from sanitary ceramic wastes||polyacrylic acid||mastic||CO2||specific surface area||aggregate image measurement system||solubilizer||flexibility||simplex lattice design||SBS/CRP-modified bitumen||water stability||fatigue life||rejuvenating systems||skid-resistance||reclaimed asphalt pavement||rheology||hydration characteristic||surface energy||modified asphalt materials||asphalt pavement||stripping test||SOD||tensile stresses||ultraviolet radiation||basalt fiber||“blue-shift”||polyvinyl alcohol||sanitary ceramics||dynamic moduli||aggregate characteristics||compound modify||expanded graphite||steel slag||induced healing||thermal property||effective heating depth||dissipated strain energy||MDA||mechanical behavior||plateau value of permanent deformation ratio||long-term field service||crack healing||desulphurization gypsum residues||pavement failure||rejuvenation||interfacial transition zone||combination||polyethylene glycol||adsorption||tensile strains||cold recycled asphalt mixture||resistance to deformations||asphalt-aggregate adhesion||viscoelastic properties||damage evolution||carbonation||microwave heating||amorphous silica||high-modulus asphalt mixture (HMAM)||hot mix asphalt containing recycled concrete aggregate||microfluidic||dynamic responses||concrete||asphalt mastic||crumb rubber powder||response surface methodology||nanomaterial||self-compacting concrete (SCC)||rutting factor||X-ray computed tomography||fiber modification||overlay tester||rubber modified asphalt||ageing||aged bitumen||aged asphalt||recycling||damage characteristics||dynamic tests||permeation||ageing resistance
856 ## - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier <a href="https://mdpi.com/books/pdfview/book/1358">https://mdpi.com/books/pdfview/book/1358</a>
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type E-Books
Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Date acquired Total Checkouts Date last seen Price effective from Koha item type
        Kerala University of Digital Sciences, Innovation and Technology Knowledge Centre Kerala University of Digital Sciences, Innovation and Technology Knowledge Centre 16/06/2022   16/06/2022 16/06/2022 E-Books