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5. From raw mix to consolidated material
Having determined the key parameters governing precursor reactivity, it is now necessary to understand the effect of these precursors on the feasibility of consolidated materials and on formation mechanisms.
5.1 Feasibility of consolidated materials
The existence range of geopolymeric materials can be identified in the Si-Al-M/O ternary diagram
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From raw mix to consolidated material
Some usage properties
Bibliography
Bibliography
Standards and norms
- Standard Test Methods for Compressive Strength of Molded Soil-Cement Cylinders - ASTM D 1633 - 01-17
- Cement testing methods – Determination of shrinkage and swelling - NF P15-433 - 02-94
- Agglomerated stone – Test methods – Part 5: Determination of resistance to freezing and thawing - NF EN 14617-5 - 07-12
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