Technical Papers
Jul 17, 2018

Quantifying Microstructural Damage of Sandstone after Hydrochemical Corrosion

Publication: International Journal of Geomechanics
Volume 18, Issue 10

Abstract

Rock microstructure changes after hydrochemical reactions, which, in turn, leads to deterioration of mechanical properties. Thus, a quantification study on rock microstructural damage after chemical corrosion is necessary. Quantification of the microstructural damage of rocks after chemical corrosion was carried out in this study. We presented a proposal that included formulae for calculating the damage variable by analyzing the porosity changes of sandstone. The plastic deformation of sandstone specimens after soaking in chemical solution was observed. Plastic deformation can be divided into distinct stages over time. Results showed that the prepeak incremental deformation after chemical corrosion was partially due to the increase in plastic deformation before reaching the peak and to the deformation caused by pore compression. Plastic deformation is an indirect indicator of the degree of chemical corrosion of sandstone specimens. After chemical corrosion, the porosity of sandstone specimens changed consistently with the velocity of longitudinal wave. Therefore, the calculation formula of the damage variable can be used to calculate the porosity of sandstone specimens at different time periods. The chemical damage of sandstone specimens was highly consistent with the peak strain. Therefore, the damage variable based on porosity can be used to quantitatively describe the damage caused by chemical corrosion.

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Acknowledgments

The authors gratefully acknowledge the support of the National Natural Science Foundation of China (11302167 and 11572244) and National Security Academic fund (NSAF) (U1630144).

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 18Issue 10October 2018

History

Received: Jun 8, 2017
Accepted: Mar 15, 2018
Published online: Jul 17, 2018
Published in print: Oct 1, 2018
Discussion open until: Dec 17, 2018

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Tielin Han, Ph.D. [email protected]
Ph.D. Candidate, Institute of Geotechnical Engineering School of Civil Engineering and Architecture, Xi’an Univ. of Technology, Xi’an, Shaanxi 710048, China. Email: [email protected]
Junping Shi, M.ASCE [email protected]
Professor, School of Civil Engineering and Architecture, State Key Laboratory Base of Eco-hydraulic Engineering in Arid Area, Xi’an Univ. of Technology, Xi’an, Shaanxi 710048, China (corresponding author). Email: [email protected]
Yunsheng Chen [email protected]
Associate Professor, Institute of Geotechnical Engineering, School of Civil Engineering and Architecture, Xi’an Univ. of Technology, Xi’an, Shaanxi 710048, China. Email: [email protected]
Xiaoshan Cao [email protected]
Professor, School of Civil Engineering and Architecture, State Key Laboratory Base of Eco-hydraulic Engineering in Arid Area, Xi’an Univ. of Technology, Xi’an, Shaanxi 710048, China. Email: [email protected]

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