Gabriel Falzone1,2,3, Bu Wang2,3, Zhenhua Wei2,3, Joseph Gall1,2, Yiu Shun Wong1,2 and Gaurav Sant1,2,3,4, (1)Materials Science and Engineering, UCLA, Los Angeles, CA, (2)Civil & Environmental Engineering, Laboratory for the Chemistry of Construction Materials (LC2), UCLA, Los Angeles, CA, (3)Carbon Upcycling UCLA, Los Angeles, CA, (4)California NanoSystems Institute, UCLA, Los Angeles, CA
To address the issue of anthropogenic CO₂ emissions in a manner that is immediately economically viable in today’s markets, it is necessary to develop routes for large-scale CO₂ utilization (rather than sequestration). CO₂ mineralization (i.e., carbonation) into stable carbonate compounds (e.g., CaCO
3 polymorphs) is an attractive method of CO₂ utilization, due to its cost-effectiveness and the high abundance of magnesium/calcium-bearing precursors. Under appropriate reaction conditions, the formation of carbonates by CO₂ mineralization can provide cementation (i.e., strength between aggregate grains), acting as a functional replacement of portland cement-based binders within concrete. The resulting material, CO₂NCRETE™, exhibits a high specific CO₂ uptake, and therefore has significant CO₂ avoidance potential as a replacement for portland cement concrete. CO₂NCRETE™ is derived from a paste containing hydrated lime (the reactant for the CO₂ mineralization/uptake reaction), sand/aggregates, water, and suitable performance modifiers, e.g., dispersants and supplementary binders. The CO₂NCRETE™ manufacturing process has been architected to efficiently utilize vapor phase CO₂ from a wide variety of flue gas streams, including emissions from cement kilns, petroleum refineries, and fossil fuel power plants. While the feasibility of CO₂NCRETE™ fabrication has been demonstrated in a laboratory scale, further efforts are yet required to develop this material to a maturity level suitable for market adoption.
As a critical step in this direction, we investigate the relationships between the composition of CO₂NCRETE™ formulations, their processing conditions (e.g., CO₂ pressure/concentration, reaction time/temperature), and their mechanical properties in the hardened state (e.g., compressive strength). First, relationships between the extent of CO2 mineralization reaction as characterized via thermogravimetric analysis (TGA), and microstructural changes (e.g., porosity reduction) of model slurry-based hydrated lime specimens are evaluated. The CO₂ mineralization reaction is observed to manifest in an approximately 10 MPa improvement in compressive strength, depending on reaction extent (i.e., CO2 uptake). Next, the influence of reaction temperature on the rate of CO₂ mineralization, and the compressive strength of the resulting CO₂NCRETE™ specimens is examined. Finally, supplementary strength-enhancing additives (e.g., calcium sulfoaluminate cement, polymeric adhesives) are evaluated for their ability to augment the compressive strength afforded by carbonation, with efficiency described in terms of the embodied CO2 footprint (i.e., MPa/kg CO2e) of the Ca(OH)2-binder composite. The outcomes indicate that the CO2 uptake/strength gain that accompanies carbonation may be exploited synergistically with properly selection/dosage of supplementary binders, to produce CO2-efficient alternative binder systems with performance equivalent to that of portland cement concrete.
Extended Abstract: File Uploaded