Damage Evaluation with P-Wave Velocity Measurements during Uniaxial Compression Tests on Argillaceous Rocks
Publication: International Journal of Geomechanics
Volume 7, Issue 6
Abstract
In the study of time dependent behavior of rock, the main difficulty is to predict delayed failure, which is of the utmost importance in assessing the safety of underground structures, such as deep underground facilities designed for high-level radioactive waste disposal. In this context, the viscoplastic behavior associated with the rock damage must be taken into account. As the longitudinal and transversal wave velocities are related to the physical and mechanical characteristics of materials, ultrasonic measurements can give valuable information about the development of damage. In this study, P-wave velocity measurements were used to monitor damage evolution during uniaxial strain in controlled compression tests and long-term creep tests. These measurements were performed using sensors in a piezoelectric copolymer of polyvinyl-difluoride, which were placed on both ends of cylindrical rock specimens. Throughout the experiments, the dilating behavior of an argillite could be correlated with a decrease of the P-wave velocity. Our results show that during a creep test, P-wave velocity measurements allow the three different phases of creep to be distinguished. During primary creep the P wave increases because of pore closure. The secondary creep phase, characterized by a constant strain rate, is identified by a linear decrease of the wave velocity; this trend accelerates during tertiary creep.
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References
Bieniawski, Z. T. (1967). “Mechanism of brittle fracture of rock. Part I: Theory of the fracture process.” Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 4, 395–406.
Cuxac, P., and Homand, F. (1992). “Ultrasonic waves propagation in anisotropic rocks.” Revue Française de Géotechnique, 59, 19–55 (in French).
Dusseault, M. B., and Fordham, C. J. (1993). Time dependent behavior of rocks. Comprehensive rock engineering, Vol. 3, J. A. Hudson, ed., Pergamon, Oxford, U.K., 119–149.
Fabre, G. (2005). “Creep and damage in argillaceous rocks: Microstructural change and phenomenological modeling.” Ph.D. thesis, Univ. Joseph Fourier, Grenoble, France, in French.
Fabre, G., and Pellet, F. (2006). “Creep and time dependent damage in argillaceous rocks.” Int. J. Rock Mech. Min. Sci., 43, 950–960.
Gatelier, N., Pellet, F., and Loret, B. (2002). “Mechanical damage of an anisotropic rock under cyclic triaxial tests.” Int. J. Rock Mech. Min. Sci., 39, 335–354.
Noury, N., Chamberod, E., Benech, P., Kalinin, A. V., and Bleuze, A. (1998). “An instrumentation based on the piezopolymer (PVDF-TrFE) for the analysis of the elastic parameters of rocks under stress.” Ultrasonics, 36, 257–262.
Nur, A., and Simmons, G. (1969). “Stress induced velocity anisotropy in rock: An experimental study.” J. Geophys. Res., 74, 667–674.
Pettitt, W. P., Baker, C., and Young, R. P. (2002). “Using acoustic emission and ultrasonic techniques for assessment of damage around critical engineering structures.” Proc., 5th North American Rock Mechanics Symp. and 17th Tunnelling Association of Canada Conf., Vol. 2, Univ. of Toronto Press, Toronto, 1161–1169.
Sammonds, P. R., Ayling, M. R., Meredith, P. G., Murrell, S. A., and Jones, C. (1989). “A laboratory investigation of acoustic emission anelastic wave velocity changes during rock failure under triaxial stresses.” Proc., Conf. Rock at Great Depth, Pau, France, 233–240.
Sayers, C. M., Van Munster, J. V., and King, M. S. (1990). “Stress induced ultrasonic anisotropy in Berea sandstone.” Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 11, 107–113.
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© 2007 ASCE.
History
Received: Jul 18, 2006
Accepted: Mar 26, 2007
Published online: Nov 1, 2007
Published in print: Nov 2007
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