PORTLAND CEMENT CHEMISTRY
... and now for a little bonding. (If you have the valence for it.)

| Compound | Abbrev | Actual |
| Tricalcium Silicate | C3S | 3 CaO, SiO2 |
| Dicalcium Silicate | C2S | 2 CaO, SiO2 |
| Tricalcium Aluminate | C3A | 3 CaO, Al2O3 |
| Tetacalcium Aluminoferrite | C4AF | 4 CaO, Al2O3, Fe2O3 |
What does each compound contribute to cement?
C3S - ("alite") Gives cement/concrete most of its early
strength developing qualities.
C2S - ("belite") Hydrates more slowly than C3S
& provides
concrete's late strength because of this long tern hydration.
C3A - Responsible for the workability of the mortar.
Also aids kiln burning as a flux that melts assisting in reactions of
other compounds.
C4AF - No significant hydraulic properties, but melts
at low temperatures (2,440 'f) promoting other reactions. Considered
to be responsible for the gray color cement.
These are the primary compounds required for cement & their "cement abbreviations."
| Compound | Abbrev | Actual |
| Calcium Oxide | CaO | |
| Silicon Dioxide | SiO2 | |
| Aluminum Oxide | Al2O 3 | |
| Ferric Oxide | Fe2O 3 |
The CaO comes from the limestone, while the other 3 compounds required are obtained by mixing proportions of limestone, clay, sometimes iron ore &/or sand, & coal ash.
Burnability Index
(B.I.) Raw mixes with a low B.I. are normally easier to burn to a low free
lime content. A high B.I. mix requires more fuel & longer sintering zones
to form C3S & C2S compounds.
Lime Saturation Factor
(L.S.F.) This is an empirical formula based on the assumption that
cement in its basic form, contains the compounds C3S,
C2A, & C2F. Low values may result in lower strength
cement & a high value usually indicates mixes may be difficult to burn.
Alumina or Iron Modules
(A.M.) An indication of the amount of melt that will be formed in a given
mix. Higher AMs are harder to burn & give higher early strengths
