Related Experiment Video
Updated: Jul 3, 2026

Sandy Soil Improvement through Microbially Induced Calcite Precipitation (MICP) by Immersion
Published on: September 12, 2019
Low-temperature thermal treatment of Portland cement concrete contaminated with per- and polyfluoroalkyl substances
Menglin Jiang1, Elizabeth Grace Curtis1, Shaik Mohammed Joarder2
1Department of Civil and Environmental Engineering and Earth Sciences, University of Notre Dame, Notre Dame, IN 46556, United States.
Abstract:
AFFF-impacted concrete pavements represent a large and persistent reservoir of per- and polyfluoroalkyl substances (PFAS) with limited disposal options. This study demonstrates that the naturally high calcium-to-fluorine molar ratio (>50:1) in Portland cement concrete (PCC) enables near-complete PFAS mineralization at 500 °C, well below the > 1000 °C required for conventional incineration. Mineralization onset varied by PFAS structure (350-450 °C), and at 500 °C, PCC converted 95 to > 99% of PFAS-derived fluorine to stable inorganic products within 1 min. This rapid conversion reflects the higher thermal conductivity of PCC relative to granular activated carbon (GAC) and the reactivity of calcium phases with fluorinated intermediates formed after headgroup cleavage. Destruction and removal efficiency (DRE) exceeded 99.99% across all matrices tested, including GAC, sand, and gravel, yet only the cement-based materials achieved high mineralization. GAC mineralization remained below 40% even after 15 min, demonstrating that DRE alone is an insufficient metric for evaluating PFAS thermal treatment. FTIR off-gas analysis confirmed that fluorinated products of incomplete destruction (PIDs) accounted for less than 2% of the initial fluorine mass during PCC treatment. Demonstration using two field-collected AFFF-impacted concrete cores spanning nearly three orders of magnitude in PFAS concentration (0.1 and 48 μg/g total PFAS) confirmed average DREs exceeding 99.9%, with greater than 95% of fluorine recovered as mineralized products in the solid. These results establish low-temperature thermal treatment as a viable, scalable approach for PFAS-contaminated concrete and highlight the need for total fluorine measurements alongside targeted PFAS analysis to verify true mineralization.
More Related Videos
06:27Expression of Cementitious Pore Solution and the Analysis of Its Chemical Composition and Resistivity Using X-ray Fluorescence
Published on: September 23, 2018
09:39Physical, Chemical and Biological Characterization of Six Biochars Produced for the Remediation of Contaminated Sites
Published on: November 28, 2014
Related Concept Videos
Mass Concreting
To reduce the risk of such cracking, the concrete mix may incorporate low-heat cement and pozzolans to reduce the temperature rise. Pre-cooled angular aggregates and water-reducing admixtures...
Cold Weather Concreting
To counteract the negative impacts of cold weather, ensuring...
Types of Cement I
Type I (Ordinary Portland Cement) is widely used for general construction where special properties are not required. It has moderate sulfate resistance and heat of hydration.
Type II (Modified Cement) offers moderate resistance to sulfate attack and a lower rate of heat development compared to Type I. It is suitable for structures in...
Pozzolans
Fly ash is a...
Hot Weather Concreting
Mitigating the heat increase in concrete can be economically achieved by shading aggregate stockpiles to prevent heating from solar radiation,...
Portland Cement