Technical Papers
Aug 19, 2019

Exploration of Factors Reducing the Effect of Heating/Cooling Cycles on the Gas Permeability of a Mortar

Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 11

Abstract

Cement-based materials used as a sealing layer in compressed air energy storage (CAES) underground storage caverns have high requirements for gas permeability and resistance to thermal stress. This experimental study investigated factors reducing the initial gas permeability and the effect of thermal cycles on the gas permeability of mortar samples. The incorporation of silica fume, curing age of mortar samples, and confining pressure applied in the experiment were considered. Results of measurements of the real-time gas permeability of the mortar samples show that the gas permeability of mortar samples can be drastically reduced by replacing part of the cement with silica fume. After the samples were subjected to multiple heating–cooling cycles, gas permeability increased from the initial state. Extending the curing age and increasing the confining pressure improved the thermal stability of the mortar sample and reduced the effect of heating/cooling cycles on gas permeability.

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Acknowledgments

The writers are grateful to the Fundamental Research Funds for the Central Universities, the State Key Laboratory of Geo-Hazard Prevention and Geo-Environment Protection (Grant No. SKLGP2016K019), the National Natural Science Foundation of China (41472249), and the International Exchange Program for Graduate Students, Tongji University (Program 2018020015) for their financial support.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 31Issue 11November 2019

History

Received: Dec 24, 2018
Accepted: May 23, 2019
Published online: Aug 19, 2019
Published in print: Nov 1, 2019
Discussion open until: Jan 19, 2020

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Zirui Cheng [email protected]
Ph.D. Candidate, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China. Email: [email protected]
Associate Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China; Research Scholar, Dept. of Geological Engineering, State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu 610059, China (corresponding author). Email: [email protected]
Ph.D. Candidate, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China. Email: [email protected]
Ph.D. Candidate, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China. Email: [email protected]

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