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    Rights statement: This is the author’s version of a work that was accepted for publication in Cement and Concrete Composites. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in Cement and Concrete Composites,72, 2016 DOI: 10.1016/j.cemconcomp.2016.06.001

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Leaching resistance of hazardous waste cement solidification after accelerated carbonation

Research output: Contribution to Journal/MagazineJournal articlepeer-review

Published
  • Xiaoxiong Zha
  • Haiyang Wang
  • Peiyu Xie
  • Chen Wang
  • Patrick Dangla
  • Jianqiao Ye
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<mark>Journal publication date</mark>09/2016
<mark>Journal</mark>Cement and Concrete Composites
Volume72
Number of pages8
Pages (from-to)125-132
Publication StatusPublished
Early online date4/06/16
<mark>Original language</mark>English

Abstract

When cement-based materials are carbonated, some of their physicochemical properties are changed, which includes reductions of porosity by 20% and pH from 12-13 to 8–9. These changes can enhance the retention ability of cementitious solids containing hazard waste. This research studied the effect of carbonation on the leaching resistance of hazardous waste cement solidification. The finite element software COMSOL Multiphysics was used to simulate the process of accelerated carbonation and the effect of carbonation on leaching. Laboratory tests were conducted to validate the numerical models. Parametric studies from the numerical simulations revealed that carbonation could significantly improve leaching retention capabilities of cementitious solids containing hazardous wastes.

Bibliographic note

This is the author’s version of a work that was accepted for publication in Cement and Concrete Composites. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in Cement and Concrete Composites, 72, 2016 DOI: 10.1016/j.cemconcomp.2016.06.001