| 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 |