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. 2021 Jan 30;14(3):645. doi: 10.3390/ma14030645
A3 Non-plastic fine sand
AASHTO American Association of State Highway and Transportation Officials
ASTM American Society for Testing and Materials
A.U. Airy unit
CBR California Bearing Ratio
Cc Coefficient of curvature
Cu Coefficient of uniformity
C-A-H Calcium aluminate hydrate
C-S-H Calcium silicate hydrate
C3A Tricalcium aluminate
C4AF Tetracalcium alumino ferrite
C2S Tricalcium silicate
Es Young’s modulus
D10 Grain diameter (in mm) corresponding to 10% passing
D30 Grain diameter (in mm) corresponding to 30% passing
D50 Grain diameter (in mm) corresponding to 50% passing
D60 Grain diameter (in mm) corresponding to 60% passing
D90 Grain diameter (in mm) corresponding to 90% passing
GGBFS Ground granulated blast furnace slag
GSD Grain Size Distribution
L Lime
LOI Loss on ignition
LSM Laser-scanning microscopy
Plime Factor of multi-level statistical analysis for lime
PVA Factor of multi-level statistical analysis for volcanic ash
ppm Parts per million
SP Poorly graded sand
SP-SM Poorly graded sand with silt
UCS Unconfined compressive strength
USCS Unified Soil Classification System
VA Volcanic ash
XRD X-ray diffraction