Pipedream Industries
The Science

Traditional vs. Trident

Standard concrete leaves significant cement unreacted. Here's how traditional hydration works—and how Trident's approach achieves more complete conversion without changing your mix design.

Traditional

75–85%

cement conversion

With Trident

90–95%

cement conversion

Traditional

The limitation

How standard concrete behaves

Cementitious materials bind aggregates through hydration—a chemical process that forms calcium silicate hydrate (C-S-H) crystals.

This process is inherently incomplete.

15–25% of cement particles remain unreacted, even in well-mixed concrete. That means wasted material cost and unrealized strength potential. [1] Unreacted cement also negatively impacts the moisture sensitivity and long-term durability of cementitious composites. [2]

Typical conversion: ~75–85%

Residual unhydrated cement found to be 6–36% across w/c ratios of 0.2–0.6 [1]

Trident

The solution

How Trident improves the process

Trident's modified nanomaterials integrate into the concrete matrix during hydration. They provide additional nucleation sites and reinforce the developing pore structure—without accelerating the reaction like traditional accelerators.

Result: more complete hydration, denser microstructure, and improved mechanical properties. No change to mix water, workability, or curing requirements.

Trident mechanism showing nucleation sites and improved pore structure

Conversion with Trident: 90–95%

More hydration = more strength per dollar

Peer-Reviewed Research [1]

Unhydrated Cement & Recovery Potential

“All types of concrete contain residual unhydrated cement. For example, unhydrated cement is present in high-strength concrete due to low water/cement ratios, as well as in old concrete due to coarser cement used in the past, and in fresh concrete waste due to the lack of curing. These residues of unhydrated cement are a waste of resources with potential for recovery and reuse. In this work, X-ray diffraction, thermogravimetric analysis, and analytical modeling were used to quantify the residual cement and the hydration degree of various cement pastes to explore their recovery potential. The study included cement pastes with water/cement ratios of 0.2–0.6 and residual unhydrated cement was found to be in the range 6–36%, indicating great potential for recovery and further use in the manufacture of new concrete.”

Rojas-Henao, L.; Fernández-Carrasco, L.; Marti, J. Sustainability 2023, 15(1), 263.

Key Finding

6–36%

of cement remains unhydrated across water/cement ratios of 0.2–0.6

Implication

Significant unreacted cement in every pour represents both wasted cost and untapped strength—exactly what Trident's additive targets.

Peer-Reviewed Research [2]

Unreacted Cement & Material Properties

“The effect of unreacted cement content on the processing, structure, and properties of macro-defect-free (MDF) composites fabricated from calcium aluminate cement (CAC), α-alumina (Al2O3), and polyvinyl alcohol-acetate (PVAA) has been investigated. Three systems were formed with initial CAC:Al2O3 ratios of 50:50, 35:65, and 25:75 by volume in their respective formulations. The amount of unreacted cement was reduced from 68.1 vol% which is present in standard (100% CAC) MDF cement, to 14.9 vol% for composites with an initial CAC:Al2O3 ratio of 25:75, while the hydration product content was reduced from 18.1 vol% to 11.4 vol% for these respective systems. … Experiments showed that the reduction in unreacted cement content through Al2O3 substitution affected both the processing and microstructural features of these composites. The moisture absorption kinetics and flexural strength of composites exposed to 100% relative humidity were also evaluated, and it was found that their moisture sensitivity improved with decreasing unreacted cement content.”

Desai, P.G.; Lewis, J.A.; Bentz, D.P. Journal of Materials Science 1994, 29, 6445–6452.

Key Finding

68%

unreacted cement by volume in standard MDF cement composites

Implication

Reducing unreacted cement improves moisture resistance and flexural strength—confirming that more complete hydration directly enhances durability.

References

  1. Rojas-Henao, L.; Fernández-Carrasco, L.; Marti, J. Quantification of the Residual Unhydrated Cement in Paste as a Potential for Recovery. Sustainability 2023, 15(1), 263. https://doi.org/10.3390/su15010263
  2. Desai, P.G.; Lewis, J.A.; Bentz, D.P. Unreacted Cement Content in Macro-Defect-Free Composites: Impact on Processing-Structure-Property Relations. Journal of Materials Science 1994, 29, 6445–6452. https://doi.org/10.1007/BF00354002

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