|
|
|
|
| LEADER |
04991nma a2201561 u 4500 |
| 001 |
EB002048145 |
| 003 |
EBX01000000000000001191811 |
| 005 |
00000000000000.0 |
| 007 |
cr||||||||||||||||||||| |
| 008 |
220822 ||| eng |
| 020 |
|
|
|a 9783036514819
|
| 020 |
|
|
|a 9783036514826
|
| 020 |
|
|
|a books978-3-0365-1482-6
|
| 100 |
1 |
|
|a Fantilli, Alessandro P.
|
| 245 |
0 |
0 |
|a Supplementary Cementitious Materials in Concrete
|h Elektronische Ressource
|
| 260 |
|
|
|a Basel, Switzerland
|b MDPI - Multidisciplinary Digital Publishing Institute
|c 2021
|
| 300 |
|
|
|a 1 electronic resource (394 p.)
|
| 653 |
|
|
|a flexure
|
| 653 |
|
|
|a GGBS
|
| 653 |
|
|
|a energy saving concrete
|
| 653 |
|
|
|a calcareous fly ash
|
| 653 |
|
|
|a fire performance
|
| 653 |
|
|
|a strength
|
| 653 |
|
|
|a rehydration reactivity
|
| 653 |
|
|
|a apparent activation energy
|
| 653 |
|
|
|a carbonation modeling
|
| 653 |
|
|
|a circular economy
|
| 653 |
|
|
|a palm oil fuel ash (POFA)
|
| 653 |
|
|
|a sulphuric acid attack
|
| 653 |
|
|
|a cryogenic condition
|
| 653 |
|
|
|a Technology: general issues / bicssc
|
| 653 |
|
|
|a CEMI and CEMIII
|
| 653 |
|
|
|a durability
|
| 653 |
|
|
|a steatite
|
| 653 |
|
|
|a fire resistance
|
| 653 |
|
|
|a alkali-activated
|
| 653 |
|
|
|a phase composition
|
| 653 |
|
|
|a soil stabilization
|
| 653 |
|
|
|a rice husk ash (RHA)
|
| 653 |
|
|
|a tension stiffening
|
| 653 |
|
|
|a semi-adiabatic test
|
| 653 |
|
|
|a micro-silica/silica fume
|
| 653 |
|
|
|a mortar
|
| 653 |
|
|
|a biomass
|
| 653 |
|
|
|a clays
|
| 653 |
|
|
|a equivalent age
|
| 653 |
|
|
|a fibre reinforced
|
| 653 |
|
|
|a marble dust
|
| 653 |
|
|
|a self-consolidating concrete (SCC)
|
| 653 |
|
|
|a damage
|
| 653 |
|
|
|a embankment
|
| 653 |
|
|
|a high temperature
|
| 653 |
|
|
|a compressive strength
|
| 653 |
|
|
|a substitute material
|
| 653 |
|
|
|a wood particles
|
| 653 |
|
|
|a lime
|
| 653 |
|
|
|a jacketing
|
| 653 |
|
|
|a calcined clay
|
| 653 |
|
|
|a permeability
|
| 653 |
|
|
|a supplementary materials
|
| 653 |
|
|
|a steel reinforcing fiber
|
| 653 |
|
|
|a cement-based materials
|
| 653 |
|
|
|a limit states
|
| 653 |
|
|
|a ground granulated blast furnace slag
|
| 653 |
|
|
|a tensile strength
|
| 653 |
|
|
|a clean coal combustion
|
| 653 |
|
|
|a microstructure
|
| 653 |
|
|
|a RC beams in bending
|
| 653 |
|
|
|a crystalline admixture
|
| 653 |
|
|
|a Portland cement
|
| 653 |
|
|
|a freeze-thaw cycle
|
| 653 |
|
|
|a steel fiber
|
| 653 |
|
|
|a comprehensive concrete recycling
|
| 653 |
|
|
|a portlandite
|
| 653 |
|
|
|a n/a
|
| 653 |
|
|
|a mine tailings
|
| 653 |
|
|
|a Xypex
|
| 653 |
|
|
|a substitution strategy
|
| 653 |
|
|
|a porous feldspar
|
| 653 |
|
|
|a high performance concrete (HPC)
|
| 653 |
|
|
|a recycled cementitious supplementary material
|
| 653 |
|
|
|a elevated temperature
|
| 653 |
|
|
|a beams
|
| 653 |
|
|
|a steel reinforcement
|
| 653 |
|
|
|a recycled fine fraction
|
| 653 |
|
|
|a binder
|
| 653 |
|
|
|a geopolymer concrete
|
| 653 |
|
|
|a fly ash
|
| 653 |
|
|
|a construction debris
|
| 653 |
|
|
|a carbon footprint
|
| 653 |
|
|
|a structural concrete
|
| 653 |
|
|
|a bentonite
|
| 653 |
|
|
|a eco-friendly concretes
|
| 653 |
|
|
|a sewage sludge ash (SSA) and sugarcane bagasse ash (SBA)
|
| 653 |
|
|
|a fluidized bed fly ash
|
| 653 |
|
|
|a chemical exposure
|
| 653 |
|
|
|a fibrocement
|
| 653 |
|
|
|a concrete
|
| 653 |
|
|
|a high volume fly ash (HVFA)
|
| 653 |
|
|
|a silica fume (SF)
|
| 653 |
|
|
|a fly ash (FA)
|
| 653 |
|
|
|a strain hardening
|
| 653 |
|
|
|a cement
|
| 653 |
|
|
|a wood ash
|
| 653 |
|
|
|a bamboo ash
|
| 653 |
|
|
|a supplementary cementitious materials
|
| 653 |
|
|
|a flowability
|
| 653 |
|
|
|a crack spacing
|
| 653 |
|
|
|a activation
|
| 653 |
|
|
|a mechanical properties
|
| 653 |
|
|
|a fiber-reinforced concrete
|
| 653 |
|
|
|a thermal conductivity
|
| 653 |
|
|
|a slag
|
| 653 |
|
|
|a construction and demolition debris (CDD)
|
| 653 |
|
|
|a environmental impact
|
| 653 |
|
|
|a recycling
|
| 653 |
|
|
|a unburned carbon
|
| 653 |
|
|
|a alkali-activated concrete
|
| 700 |
1 |
|
|a Jóźwiak-Niedźwiedzka, Daria
|
| 700 |
1 |
|
|a Fantilli, Alessandro P.
|
| 700 |
1 |
|
|a Jóźwiak-Niedźwiedzka, Daria
|
| 041 |
0 |
7 |
|a eng
|2 ISO 639-2
|
| 989 |
|
|
|b DOAB
|a Directory of Open Access Books
|
| 500 |
|
|
|a Creative Commons (cc), https://creativecommons.org/licenses/by/4.0/
|
| 028 |
5 |
0 |
|a 10.3390/books978-3-0365-1482-6
|
| 856 |
4 |
0 |
|u https://www.mdpi.com/books/pdfview/book/4170
|7 0
|x Verlag
|3 Volltext
|
| 856 |
4 |
2 |
|u https://directory.doabooks.org/handle/20.500.12854/76721
|z DOAB: description of the publication
|
| 082 |
0 |
|
|a 363
|
| 082 |
0 |
|
|a 330
|
| 082 |
0 |
|
|a 333
|
| 082 |
0 |
|
|a 700
|
| 082 |
0 |
|
|a 600
|
| 520 |
|
|
|a The articles featured in this Special Issue cover different aspects of the design, testing, and application of various types of supplementary cementitious materials in concrete. The results of the research, conducted by over 50 international universities and scientific centers, prove the great interest in the SCM topic.
|