Technical Papers
Sep 1, 2021

Investigation of the Gas Breakthrough Properties of Mortar with Different Mixing Proportions of Silica Fume

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 11

Abstract

Gas breakthrough behavior is an important parameter for evaluating the performance of cement-based materials in gas storage projects or radioactive waste disposal facilities. This study conducted gas breakthrough experiments using the step-by-step method on mortar samples to investigate the gas breakthrough properties of mortar. Mortar samples with three different mixing proportions of silica fume contents (0%, 5%, and 10% by weight) were selected for the experiments. The results showed that the incorporation of silica fume in the mortar samples significantly reduced both the intrinsic gas permeability and the water permeability, and increased the gas breakthrough pressure. The gas breakthrough pressures of the mortar samples with silica fume contents of 0%, 5%, and 10% were approximately 1.5, 3.7, and 5.4 MPa, respectively. Theoretical derivation and experiment data fitting indicated that on a double logarithmic scale the gas breakthrough pressure was linearly correlated with the intrinsic gas permeability and the water permeability, respectively.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors are grateful to the National Natural Science Foundation of China (No. 41977225) and the State Key Laboratory of Geo-Hazard Prevention and Geo-Environment Protection (Grant no. SKLGP2016K019) for their financial support.

References

Boulin, P. F., P. Bretonnier, V. Vassil, A. Samouillet, M. Fleury, and J. M. Lombard. 2013. “Sealing efficiency of caprocks: Experimental investigation of entry pressure measurement methods.” Mar. Pet. Geol. 48 (Dec): 20–30. https://doi.org/10.1016/j.marpetgeo.2013.07.010.
Cheng, Z., B. Ye, X. Ni, and X. Xie. 2019. “Exploration of factors reducing the effect of heating/cooling cycles on the gas permeability of a mortar.” J. Mater. Civ. Eng. 31 (11): 04019251. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002896.
China National Standardization Management Committee. 2007. Common portland cement. GB 175-2007. Beijing: State Standard of the People’s Republic of China.
Cui, L.-Y., W.-M. Ye, Q. Wang, Y.-G. Chen, B. Chen, and Y.-J. Cui. 2019. “Investigation on gas migration in saturated bentonite using the residual capillary pressure technique with consideration of temperature.” Process Saf. Environ. Prot. 125 (May): 269–278. https://doi.org/10.1016/j.psep.2019.03.036.
Denn, M. M. 1980. Process fluid mechanics. Hoboken, NJ: Prentice Hall.
Geissbühler, L., V. Becattini, G. Zanganeh, S. Zavattoni, M. Barbato, A. Haselbacher, and A. Steinfeld. 2018. “Pilot-scale demonstration of advanced adiabatic compressed air energy storage. Part 1: Plant description and tests with sensible thermal-energy storage.” J. Energy Storage 17 (Jun): 129–139. https://doi.org/10.1016/j.est.2018.02.004.
Gui, Q., M. Qin, and K. Li. 2016. “Gas permeability and electrical conductivity of structural concretes: Impact of pore structure and pore saturation.” Cem. Concr. Res. 89 (Nov): 109–119. https://doi.org/10.1016/j.cemconres.2016.08.009.
Hildenbrand, A., S. Schlömer, and B. M. Krooss. 2002. “Gas breakthrough experiments on fine-grained sedimentary rocks.” Geofluids 2 (1): 3–23. https://doi.org/10.1046/j.1468-8123.2002.00031.x.
Hildenbrand, A., S. Schlömer, B. M. Krooss, and R. Littke. 2004. “Gas breakthrough experiments on pelitic rocks: Comparative study with N2, CO2, and CH4.” Geofluids 4 (1): 61–80. https://doi.org/10.1111/j.1468-8123.2004.00073.x.
Horseman, S. T., J. F. Harrington, and P. Sellin. 1999. “Gas migration in clay barriers.” Eng. Geol. 54 (1–2): 139–149. https://doi.org/10.1016/S0013-7952(99)00069-1.
Hoseini, M., V. Bindiganavile, and N. Banthia. 2009. “The effect of mechanical stress on permeability of concrete: A review.” Cem. Concr. Res. 31 (4): 213–220. https://doi.org/10.1016/j.cemconcomp.2009.02.003.
Kameche, Z. A., F. Ghomari, M. Choinska, and A. Khelidj. 2014. “Assessment of liquid water and gas permeabilities of partially saturated ordinary concrete.” Constr. Build. Mater. 65 (Aug): 551–565. https://doi.org/10.1016/j.conbuildmat.2014.04.137.
Kim, J., J. Kim, H. Jung, and J.-C. Ha. 2013a. “Experiment on gas entry pressure and gas permeability of concrete silo for a low- and intermediate-level waste disposal facility in Korea.” Nucl. Eng. Des. 265 (Dec): 841–845. https://doi.org/10.1016/j.nucengdes.2013.08.065.
Kim, J., J. Kim, H. Jung, J.-C. Ha, and E.-H. Kim. 2013b. “Gas threshold pressure and gas permeability of silo concrete specimens for a low- and intermediate-level waste disposal facility in Korea.” Ann. Nucl. Energy 55 (May): 1–8. https://doi.org/10.1016/j.anucene.2012.12.012.
Lin, Z., W. Xu, W. Wang, J. Zhang, H. Wang, and R. Wang. 2016. “Experimental study on hydraulic and macro-mechanical property of a mortar under heating and cooling treatment.” J. Adv. Concr. Technol. 14 (5): 261–270. https://doi.org/10.3151/jact.14.261.
Rezaeyan, A., E. Khodapanah, and M. Kamari. 2015. “Parametric analysis of caprock integrity in relation with CO2 geosequestration: Capillary breakthrough pressure of caprock and gas effective permeability.” Greenhouse Gases Sci. Technol. 5 (6): 714–731. https://doi.org/10.1002/ghg.1516.
Romer, M. 2005. “Effect of moisture and concrete composition on the torrent permeability measurement.” Mater. Struct. 38 (5): 541–547. https://doi.org/10.1007/BF02479545.
Song, Y., C. A. Davy, and D. Troadec. 2016. “Gas breakthrough pressure (GBP) through claystones: Correlation with FIB/SEM imaging of the pore volume.” Oil Gas Sci. Technol./Rev. IFP Energies nouvelles 71 (4): 51. https://doi.org/10.2516/ogst/2016001.
Wu, K., H. Shi, L. Xu, G. Ye, and G. De Schutter. 2016a. “Microstructural characterization of ITZ in blended cement concretes and its relation to transport properties.” Cem. Concr. Res. 79 (Jan): 243–256. https://doi.org/10.1016/j.cemconres.2015.09.018.
Wu, Z., C. Shi, and K. H. Khayat. 2016b. “Influence of silica fume content on microstructure development and bond to steel fiber in ultra-high strength cement-based materials (UHSC).” Cem. Concr. Compos. 71 (Aug): 97–109. https://doi.org/10.1016/j.cemconcomp.2016.05.005.
Xu, L., W. M. Ye, B. Ye, B. Chen, Y. G. Chen, and Y. J. Cui. 2015. “Investigation on gas migration in saturated materials with low permeability.” Eng. Geol. 197 (Oct): 94–102. https://doi.org/10.1016/j.enggeo.2015.08.019.
Ye, B., Z. Cheng, and X. Ni. 2018. “Effects of multiple heating-cooling cycles on the permeability and microstructure of a mortar.” Constr. Build. Mater. 176 (Jul): 156–164. https://doi.org/10.1016/j.conbuildmat.2018.05.009.
Ye, B., W. Ye, F. Zhang, and L. Xu. 2015. “A new device for measuring the supercritical CO2 permeability in porous rocks under reservoir conditions.” Geotech. Test. J. 38 (3): 338–345. https://doi.org/10.1520/GTJ20140139.
Ye, W. M., L. Xu, B. Ye, B. Chen, Y. G. Chen, and Y. J. Cui. 2017. “Experimental investigation on gas migration in saturated Shanghai soft clay.” Eng. Geol. 222 (May): 20–28. https://doi.org/10.1016/j.enggeo.2017.03.024.
Zhang, C., and Q. Yu. 2016. “The effect of water saturation on methane breakthrough pressure: An experimental study on the Carboniferous shales from the eastern Qaidam Basin, China.” J. Hydrol. 543 (Dec): 832–848. https://doi.org/10.1016/j.jhydrol.2016.11.003.
Zhao, Y., and Q. Yu. 2017. “CO2 breakthrough pressure and permeability for unsaturated low-permeability sandstone of the Ordos Basin.” J. Hydrol. 550 (Jul): 331–342. https://doi.org/10.1016/j.jhydrol.2017.04.050.
Zhao, Y., and Q. Yu. 2018. “Effect of CH4 on the CO2 breakthrough pressure and permeability of partially saturated low-permeability sandstone in the Ordos Basin, China.” J. Hydrol. 556 (Jan): 732–748. https://doi.org/10.1016/j.jhydrol.2017.11.030.
Zhou, C. 2014. “Predicting water permeability and relative gas permeability of unsaturated cement-based material from hydraulic diffusivity.” Cem. Concr. Res. 58 (Apr): 143–151. https://doi.org/10.1016/j.cemconres.2014.01.016.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 11November 2021

History

Received: Feb 25, 2020
Accepted: Mar 19, 2021
Published online: Sep 1, 2021
Published in print: Nov 1, 2021
Discussion open until: Feb 1, 2022

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Authors

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Zirui Cheng, Ph.D. [email protected]
Postdoctoral, School of Civil Engineering, Sun Yat-sen Univ., Guangzhou 510275, China; Research Scholar, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China. Email: [email protected]
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]
Xiaoqing Feng [email protected]
Ph.D. Candidate, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China. Email: [email protected]

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