Previous Chapter: References
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Suggested Citation: "Abbreviations." National Academies of Sciences, Engineering, and Medicine. 2024. Use of Marginal and Unconventional-Source Coal Ashes in Concrete. Washington, DC: The National Academies Press. doi: 10.17226/27857.

presentation

Abbreviations

A average strength of mortar test mixture
Acorr measured air content of concrete
AEA air-entraining admixture
Al aluminum
Al3+ aluminum ion
Al(OH)3 aluminum hydroxide
Al2O3 alumina
Al4+8Si2-8O10-6 mullite
ANOVA analysis of variance
ASR alkali-silica reactivity
AVG average value of dataset
B average strength of the “control” mortar mixture
Blaine Blaine fineness measurement
BR bulk resistivity
BRI bulk resistivity index
BT basaltic fine
C average strength of inert filler-cement mortar mixture
C2S dicalcium silicate or belite
C3A tricalcium aluminate
C3S tricalcium silicate or alite
C4AF tetracalcium aluminoferrite
Ca calcium
Ca(NO3)2 calcium nitrate
(CaO)3Al2O3 cubic tricalcium aluminate
Ca(OH)2 portlandite (naturally occurring form of calcium hydroxide)
Ca(SO4)-0.5H2O bassanite
Ca+2 calcium cation
Ca2Al(Al,Si)O7 gehlenite
Ca2SiO2 belite
Ca3Mg(SiO4)2 merwinite
Ca4Al6O12SO4 ye’elimite
Ca7Si6(CO3)O18 • 2(H2O) scawtite
CaCO3 calcite
CaO + Al2O3 glass disorder
CaO calcium oxide (amorphous) or free calcium (crystalline)
C-A-S-H calcium aluminate silicate hydrates
CaSO4 anhydrite
CaSO4 • 2H2O gypsum
Page 138
Suggested Citation: "Abbreviations." National Academies of Sciences, Engineering, and Medicine. 2024. Use of Marginal and Unconventional-Source Coal Ashes in Concrete. Washington, DC: The National Academies Press. doi: 10.17226/27857.
CCA cyclone collector ash
CE chemical efficiency
CFB circulating fluidized bed [ash]
CH calcium hydroxide content
CI confidence interval
CIP AASHTO chloride ion penetrability rating
CL calcined clay
CM cementitious materials
CMC critical micelle concentration
CO2 carbon dioxide
CSA Canadian Standards Association
CuKα x-ray radiation corresponding to a wavelength of 1.5 Angstroms
d50 median particle size
DAI direct adsorption isotherm
DI deionized water
Dp depth of penetration per the Nordtest Method
e precision
f'c concrete compressive strength
FBM fluorescence-based methods
Fe2O3 iron oxide (amorphous) or hematite (crystalline)
Fe3O4 magnetite
(Fe3+0.67-0.33)Fe3+2O4 maghemite
FGD flue gas desulfurization products
FIT foam index test
FS ground granulated furnace slag
F-value F-test statistic representing the ratio of two variances or two mean squares to determine equality of variances
Fα,k-1,N-k F-test statistic
G aggregate correction factor
Gs specific gravity
HNO3 nitric acid
Ho null hypothesis
HT high temperature treatment
I iodine number
ICP inductively coupled plasma spectroscopy
k sample group from population
K+ potassium cation
K2O potassium oxide
K2SiO3 potassium silicate
K2SO4 potassium sulfate (amorphous) or arcanite (crystalline)
KCl potassium chloride
KHI Keil hydraulic index
KOH potassium hydroxide
LOI loss on ignition
LS limestone
Mg+2 magnesium cation
MgO magnesium oxide
MgSiO3 enstatite
mM milliMolarity
MR3 modified rapid, robust, relevant reactivity test
MSAI modified strength activity index using constant water
Page 139
Suggested Citation: "Abbreviations." National Academies of Sciences, Engineering, and Medicine. 2024. Use of Marginal and Unconventional-Source Coal Ashes in Concrete. Washington, DC: The National Academies Press. doi: 10.17226/27857.
N reduced sample size
n sample size
N population size
Na+ sodium cation
Na2O sodium oxide
Na2Oeq or Na2Oe total equivalent alkalies
Na2SO4 sodium sulfate
NaAlSi3O8 monalbite
NaCl sodium chloride
(NH4)3FeF6 ammonium iron fluoride
NH4H2PO ammonium dihydrogen phosphate
NP-10 TERGITOL NP-10 surfactant from Spectrum chemicals
NPCA National Precast Concrete Association
OPC ordinary portland cement
pH potential of hydrogen or acidity/basicity level
PLC portland limestone cement
ppm parts per million
PSD particle size distribution
p-value the probability of obtaining test results at least as extreme as the observed results of hypothesis testing under the assumption that the null hypothesis is correct
Q quartz
QXRD quantitative x-ray diffraction
R2 coefficient of determination
R80 AASHTO R80 limit for aggregate reactivity to prevent deleterious expansion
RCPT rapid chloride permeability test
RI refractive index
S fresh concrete slump
S5 in the foam drainage test, rate of change during the first 5 minutes after mixing
SA sulfate attack deleterious phenomenon
SAI strength activity index using nonconstant water
SCM supplementary cementitious materials
SEM scanning electron microscopy
SF silica fume
SG specific gravity
Si silicon
SiO2 + Al2O3 + Fe2O3 sum of silica, alumina, and iron oxide
SiO2 silica (amorphous) or quartz (crystalline)
SLS sodium lauryl sulfate; air-entraining agent derived from lauryl alcohol and sulfur trioxide
SO3 sulfate content
SR surface resistivity
SSA specific surface area
SSD saturated surface-dry aggregate
STD standard deviation of dataset
T theoretical concrete density
t t-statistic
TE total efficiency test
TGA thermogravimetric analysis
Page 140
Suggested Citation: "Abbreviations." National Academies of Sciences, Engineering, and Medicine. 2024. Use of Marginal and Unconventional-Source Coal Ashes in Concrete. Washington, DC: The National Academies Press. doi: 10.17226/27857.
tlower lower t-statistic
TO tall oil; air-entraining agent derived from organic salts
TOC total organic carbon analyzer
TSE total strength efficiency
tupper upper t-statistic
V volume
V60 total drainage quantity or volume in the foam drainage test
VB volume of blank sample without fly ash
VF volume of titrant
VR neutralized vinsol resin; air-entraining agent derived from pinewood resin
W Levene test statistic
W weight
w/c water-to-cement ratio
w/cm water-to-cementitious materials ratio
WA water content of the mortar mixture
WF weight of coal ash
WR wood rosin; air-entraining agent consisting of abietic acid derived from pinewood
WR1 wood rosin from manufacturer 1
WR2 wood rosin from manufacturer 2
WRE water-reduction efficiency
WX water content of strength efficiency mortar sample expressed as % of the control
X average strength of the strength efficiency mortar sample with more cementitious content
XRD x-ray diffraction
XRF x-ray fluorescence
Y actual yield of concrete mixture
Y/Yt relative yield of concrete mixture
Yt theoretical yield of concrete mixture
Zi group mean
Zij global mean
α significance level or probability of Type I error in hypothesis testing or incorrectly supporting the alternate hypothesis when Ho is true
β probability of Type II error in hypothesis testing or incorrectly failing to reject Ho
Page 137
Suggested Citation: "Abbreviations." National Academies of Sciences, Engineering, and Medicine. 2024. Use of Marginal and Unconventional-Source Coal Ashes in Concrete. Washington, DC: The National Academies Press. doi: 10.17226/27857.
Page 137
Page 138
Suggested Citation: "Abbreviations." National Academies of Sciences, Engineering, and Medicine. 2024. Use of Marginal and Unconventional-Source Coal Ashes in Concrete. Washington, DC: The National Academies Press. doi: 10.17226/27857.
Page 138
Page 139
Suggested Citation: "Abbreviations." National Academies of Sciences, Engineering, and Medicine. 2024. Use of Marginal and Unconventional-Source Coal Ashes in Concrete. Washington, DC: The National Academies Press. doi: 10.17226/27857.
Page 139
Page 140
Suggested Citation: "Abbreviations." National Academies of Sciences, Engineering, and Medicine. 2024. Use of Marginal and Unconventional-Source Coal Ashes in Concrete. Washington, DC: The National Academies Press. doi: 10.17226/27857.
Page 140
Next Chapter: Appendix A: Details of Statistical Methods Used for Analysis of Uniformity
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