alterBiota
Back to blog

Sand Replacement vs Cement Replacement with ΔC

Two ways to design a lower-carbon mix with ΔC. How Sand Replacement and Cement Replacement differ in risk, GWP impact, and strength, and how to choose.

alterBiota · July 10, 2026

ΔC improves particle packing in the paste, and that opens up two distinct ways to design a lower-carbon mix. Both use the same drop-in liquid admixture, and the difference is what the biochar displaces. Picking the right one is mostly a question of how much risk the project can absorb.

The two strategies

Lower risk

Sand Replacement (SR)

  • Biochar replaces a portion of the fine aggregate
  • Cementitious system is left untouched
  • Mortar volume stays constant
  • Immediate carbon storage with minimal mix disruption

Higher reduction

Cement Replacement (CR)

  • Better packing lets you cut cement content
  • Powder volume held constant as cement is partially replaced
  • Targets the biggest source of embodied carbon
  • Larger GWP savings for a bit more mix engineering

The mental model: SR adds storage without changing your binder; CR allows for further carbon reduction by displacing cement.

How they compare on carbon

Both lower the mix's global warming potential (GWP), but by different amounts because they pull different levers.

  • Sand Replacement delivers a solid reduction, on the order of a 10–20% GWP cut, almost entirely from stored biogenic carbon, while leaving the cementitious system alone.
  • Cement Replacement goes further, into the 20%+ range, because it stacks avoided cement emissions on top of the stored carbon.

SR

Lower risk, biochar replaces sand

10–20%

GWP reduction (SR)

CR

Higher reduction, cuts cement

20%+

GWP reduction (CR)

How they compare on strength

The strength data below is from a lab study comparing both strategies against a control mix. Both approaches have also been tested commercially — Cement Replacement at CarbonRun, Sand Replacement at Mi'kma'ki Place in Membertou.

Neither strategy asks you to trade away performance. In head-to-head testing against a control mix:

  • SR matched the control early and finished ahead at 28 days, because the biochar improves packing without diluting the binder.
  • CR held early-age strength despite less cement and also came in at or above the control by 28 days.

That's the opposite of the usual low-carbon trade-off, where cutting carbon slows strength gain.

Lab results for ΔC-CR mixes vs control at 7 and 28 days:

ΔC Optimized Concrete Performance
0102030405060Compressive strength (MPa)394143437 day464650+10%4928 day
  • Control
  • 4% ΔC-CR
  • 5% ΔC-CR
  • 6% ΔC-CR

A 7% dose of ΔC enables ~9% less cement, ~50 kg CO₂e stored, same fresh properties, ~10% higher strength, and lower GWP.

The takeaway

With ΔC, the choice isn't "carbon or strength." SR and CR both hold or improve strength. The decision is really about how aggressive a carbon target you want and how much mix change you're comfortable with.

How to choose

Use this as a starting point:

  • Choose SR when the project is risk-sensitive, the mix is dialed in, or you want an easy first trial. You keep the binder system exactly as-is and simply introduce carbon storage.
  • Choose CR when the target demands a bigger reduction and there's room to re-engineer the mix slightly. You get avoided emissions plus storage.
  • Start with SR, graduate to CR. A common path is to prove ΔC with a low-risk SR pour, then move to CR once the mix behaviour is trusted. Several field pours that began conservatively had strength headroom to push toward deeper cuts.

The common thread

Whichever you pick, ΔC doses like any other liquid admixture with no plant retrofit, and the total powder volume stays balanced, so the mix stays familiar to the crew placing it.

Not sure which strategy fits your mix?

Send us your target strength and exposure class and we'll walk through whether SR or CR is the better starting point.