Technical Papers
Jun 18, 2015

Effects of Acid Solution on the Mechanical Behavior of Sandstone

Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 1

Abstract

This paper is devoted to the experimental study of chemical degradation effects on the mechanical behavior of sandstone. The sandstone samples were immersed in acid solutions with different pH values to undergo chemical degradation. Conventional triaxial compression tests with different confining pressures were performed on chemically degraded samples. It is found that the chemical degradation induced the diminution of elastic modulus and compression failure strength. Triaxial compression creep tests were then carried out with different stress levels. The experimental data showed that the creep deformation rate is enhanced by the chemical degradation.

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Acknowledgments

This work is jointly supported by the China State 973 Project under the Grant Number 2011CB013504 and the Natural Science Foundation of China under the Grant Number 11272114.

References

Fencht, L. J., and Logan, J. M. (1990). “Effect of chemically active solution on shearing behavior of sandstone.” Tectonophysics, 175(1-3), 159–176.
Feng, X. T., and Ding, W. X. (2007). “Experimental study of limestone micro-fracturing under a coupled stress, fluid flow and changing chemical environment.” Int. J. Rock Mech. Min. Sci., 44(3), 437–448.
Le Guen, Y., et al. (2007). “Enhanced deformation of limestone and sandstone in the presence of a high CO2 fluid.” J. Geophys. Res., 112(B05421), 1–21.
Li, N., Zhu, Y. M., Su, B., and Gunter, S. (2003). “A chemical damage model of sandstone in acid solution.” Int. J. Rock Mech. Min. Sci., 40(1), 145–150.
Li, P., Liu, J., Li, G. H., Zhu, J. B., and Liu, S. G. (2011). “Experimental study for shear strength characteristics of sandstone under water-rock interaction effects.” Rock Soil Mech., 32(2), 380–386.
Rimmele, G., Barlet-Gouedard, V., and Renard, F. (2010). “Evolution of the petrophysical and mineralogical properties of two reservoir rocks under thermodynamic conditions relevant for CO2 geological storage at 3 km depth.” Oil Gas Sci. Technol., 65(4), 565–580.
Seto, M., Nag, D. K., Vutukuri, V. S., and Katsuyama, K. (1997). “Effect of chemical additives on the strength of sandstone.” Int. J. Rock Mech. Min. Sci., 34(3–4), 280-e1–280-e11.
Ulusay, R., and Hudson, J. A. (2007). The complete ISRM suggested methods for rock characterization, testing and monitoring, Kozan Ofset, Iskitler, Ankara.
Xie, S. Y., Shao, J. F., and Xu, W. Y. (2011). “Influences of chemical degradation on mechanical behaviour of a limestone.” Int. J. Rock Mech. Min. Sci., 48(5), 741–747.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 28Issue 1January 2016

History

Received: Sep 10, 2014
Accepted: Feb 23, 2015
Published online: Jun 18, 2015
Discussion open until: Nov 18, 2015
Published in print: Jan 1, 2016

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Authors

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W. Wang, Ph.D.
Associate Professor, College of Civil and Transportation Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, P.R. China.
T. G. Liu
Ph.D. Student, Laboratory of Mechanics of Lille, UMR8107 CNRS, Univ. of Lille, 59655 Villeneuve d’Ascq, France.
J. F. Shao, Ph.D. [email protected]
Professor, Laboratory of Mechanics of Lille, UMR8107 CNRS, Univ. of Lille, 59655 Villeneuve d’Ascq, France; and College of Civil and Transportation Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, P.R. China (corresponding author). E-mail: [email protected]

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