Technical Papers
Apr 22, 2020

Strength, Permeability, and Micromechanisms of Industrial Residue Magnesium Oxychloride Cement Solidified Slurry

Publication: International Journal of Geomechanics
Volume 20, Issue 7

Abstract

The solidification of construction waste slurry draws much attention today due to the increasing awareness of environmental protection. Magnesium oxychloride cement (MOC) was first incorporated to solidify slurry in combination with industrial residue, which has the potential to be used as roadbed material. Three types of binding materials including MOC, industrial residue, and industrial residue modified MOC were proposed to evaluate their performance in the solidification of construction slurry with high water content. The unconfined compressive strength (UCS) and coefficient of permeability were investigated, taking into account factors including MOC content, molar ratio of MgO/MgCl2, mass ratio of MOC to industrial residue, industrial residue content, and curing time. The microstructure was identified to reveal the intrinsic mechanisms by scanning electron microscopy (SEM). The results showed that the mechanical behavior of solidified slurry was largely influenced by these factors, and the industrial residue proved effective in improving the strength and permeability of MOC solidified slurry by impeding the decomposition of phase 5 and phase 3 and absorbing a certain amount of water. The industrial residue modified MOC solidified slurry showed higher water resistance and a lower coefficient of permeability due to the generation of amorphous calcium silicate hydrate (C-S-H) gels, phase 5 and phase 3 that could form a much stronger interlocking network.

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Acknowledgments

This work was supported by the National Natural Science Foundation of China (Grant No. 51879202), Key Basic Research Foundation of the Higher Education Institutions of Henan Province (No. 18B560006), Program for Science and Technology Development of Henan Province (No. 182102310800) and Science and Technology Program of Wuhan (No. 2018060402011257).

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 20Issue 7July 2020

History

Received: Jul 8, 2019
Accepted: Nov 18, 2019
Published online: Apr 22, 2020
Published in print: Jul 1, 2020
Discussion open until: Sep 22, 2020

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Authors

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Associate Professor, Key Laboratory of Geotechnical and Structural Engineering Safety of Hubei Province, School of Civil Engineering, Wuhan Univ., 8 Dong Hu South Road, Wuhan 430072, China; School of Traffic Engineering, Huanghe Jiaotong Univ., Jiaozuo 454950, China; Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering of the Ministry of Education, Wuhan Univ., Wuhan 430072, China (corresponding author). ORCID: https://orcid.org/0000-0001-9935-6442. Email: [email protected]
Mahfoud Benzerzour, Ph.D. [email protected]
Professor, Institute Mines-Telecom Lille Douai, LGCgE-GCE, 941 rue Charles Bourseul, 59500 Douai, France. Email: [email protected]
Engineer, Master, Key Laboratory of Geotechnical and Structural Engineering Safety of Hubei Province, School of Civil Engineering, Wuhan Univ., Wuhan 430072, China. Email: [email protected]
Bin Huang, Ph.D. [email protected]
Lecturer, Key Laboratory of Geotechnical and Structural Engineering Safety of Hubei Province, School of Civil Engineering, Wuhan Univ., Wuhan 430072, China. Email: [email protected]
Zhengguang Chen [email protected]
Master student, Key Laboratory of Geotechnical and Structural Engineering Safety of Hubei Province, School of Civil Engineering, Wuhan Univ., Wuhan 430072, China. Email: [email protected]
Xueyong Xu, Ph.D. [email protected]
Senior Engineer, Dacheng Kechuang Foundation Construction Co., Ltd., Unit 2, SOHO Global NO.297, Huaihai Road, Jianghan District, Wuhan 430090, China. Email: [email protected]

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