Carbonating magnesia for soil stabilization

Author:

Yi Yaolin1,Liska Martin2,Unluer Cise3,Al-Tabbaa Abir4

Affiliation:

1. Institute of Geotechnical Engineering, Southeast University, Nanjing 210096, China.

2. David Ball Group, Cambridge CB23, 2TQ, UK.

3. Department of Civil and Environmental Engineering, Massachusetts Institute of Technology, 77 Massachusetts Avenue, Cambridge, MA 02139, USA.

4. Department of Engineering, University of Cambridge, Cambridge CB2 1PZ, UK.

Abstract

This paper investigates the potential for carbonating reactive magnesia (MgO) to serve as a more sustainable soil stabilization method by providing rapid and significant strength development of the stabilized soil through absorbing substantial quantities of CO2. Gaseous CO2 was forced through laboratory-prepared reactive MgO-treated soil samples in a triaxial cell set-up, and their resulting mechanical and microstructural properties were investigated using unconfined compressive strength, X-ray diffraction, and scanning electron microscopy. The results showed that adequately carbonated MgO-treated soils could, in a few hours, reach a similar strength range to corresponding 28 day Portland cement (PC)-stabilized soils. Hydrated magnesium carbonates, namely nesquehonite and hydromagnesite–dypingite, were the main products of the carbonated MgO in the soil, and were responsible for the significant strength development.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference23 articles.

1. Al-Tabbaa, A. 2013. Reactive magnesia cement. Part 4. Chapter 19. In Eco-efficient concrete. Edited by F. Pacheco-Torgal, S. Jalali, J. Labrincha, and V.M. John. Woodhead Publishing, Cambridge.

2. British Standards Institution (BSI). 1990. BS EN 197-1:2000. Cement - Part 1: Composition, specifications and conformity criteria for common cements. British Standards Institution, London.

3. Practitioner's guide to the deep mixing method

4. The transformation of nesquehonite into hydromagnesite

5. Hausmann, M.R. 1990. Engineering principles of ground modification. McGraw Hill, New York.

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