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Published in: Rock Mechanics and Rock Engineering 7/2016

17-03-2016 | Original Paper

Time-Dependent Behaviors of Granite: Loading-Rate Dependence, Creep, and Relaxation

Authors: K. Hashiba, K. Fukui

Published in: Rock Mechanics and Rock Engineering | Issue 7/2016

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Abstract

To assess the long-term stability of underground structures, it is important to understand the time-dependent behaviors of rocks, such as their loading-rate dependence, creep, and relaxation. However, there have been fewer studies on crystalline rocks than on tuff, mudstone, and rock salt, because the high strength of crystalline rocks makes the detection of their time-dependent behaviors much more difficult. Moreover, studies on the relaxation, temporal change of stress and strain (TCSS) conditions, and relations between various time-dependent behaviors are scarce for not only granites, but also other rocks. In this study, previous reports on the time-dependent behaviors of granites were reviewed and various laboratory tests were conducted using Toki granite. These tests included an alternating-loading-rate test, creep test, relaxation test, and TCSS test. The results showed that the degree of time dependence of Toki granite is similar to other granites, and that the TCSS resembles the stress-relaxation curve and creep-strain curve. A viscoelastic constitutive model, proposed in a previous study, was modified to investigate the relations between the time-dependent behaviors in the pre- and post-peak regions. The modified model reproduced the stress–strain curve, creep, relaxation, and the results of the TCSS test. Based on a comparison of the results of the laboratory tests and numerical simulations, close relations between the time-dependent behaviors were revealed quantitatively.

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Literature
go back to reference Brace WF, Jones AH (1971) Comparison of uniaxial deformation in shock and static loading of three rocks. J Geophys Res 76:4913–4921CrossRef Brace WF, Jones AH (1971) Comparison of uniaxial deformation in shock and static loading of three rocks. J Geophys Res 76:4913–4921CrossRef
go back to reference Brace WF, Martin RJ III (1968) A test of the law of effective stress for crystalline rocks of low porosity. Int J Rock Mech Min Sci 5:415–426CrossRef Brace WF, Martin RJ III (1968) A test of the law of effective stress for crystalline rocks of low porosity. Int J Rock Mech Min Sci 5:415–426CrossRef
go back to reference Carlson SR, Nishizawa O, Satoh T, Kusunose K (1998) Pore pressure transients, strain and acoustic emission activity during creep in Inada granite. Int J Rock Mech Min Sci 35:135–146CrossRef Carlson SR, Nishizawa O, Satoh T, Kusunose K (1998) Pore pressure transients, strain and acoustic emission activity during creep in Inada granite. Int J Rock Mech Min Sci 35:135–146CrossRef
go back to reference Cho SH, Ogata Y, Kaneko K (2003) Strain-rate dependency of the dynamic tensile strength of rock. Int J Rock Mech Min Sci 40:763–777CrossRef Cho SH, Ogata Y, Kaneko K (2003) Strain-rate dependency of the dynamic tensile strength of rock. Int J Rock Mech Min Sci 40:763–777CrossRef
go back to reference Choi JH, Faisal Anwar AHM, Ichikawa Y (2008) Observation of time-dependent local deformation of crystalline rocks using a confocal laser scanning microscope. Int J Rock Mech Min Sci 45:431–441CrossRef Choi JH, Faisal Anwar AHM, Ichikawa Y (2008) Observation of time-dependent local deformation of crystalline rocks using a confocal laser scanning microscope. Int J Rock Mech Min Sci 45:431–441CrossRef
go back to reference Chugh YP (1974) Viscoelastic behavior of geologic materials under tensile stress. Trans Soc Min Eng AIME 256:259–264 Chugh YP (1974) Viscoelastic behavior of geologic materials under tensile stress. Trans Soc Min Eng AIME 256:259–264
go back to reference Coates DF, Parsons RC (1966) Experimental criteria for classification of rock substances. Int J Rock Mech Min Sci 3:181–189CrossRef Coates DF, Parsons RC (1966) Experimental criteria for classification of rock substances. Int J Rock Mech Min Sci 3:181–189CrossRef
go back to reference Fujii Y, Kiyama T, Ishijima Y, Kodama J (1999) Circumferential strain behavior during creep tests of brittle rocks. Int J Rock Mech Min Sci 36:323–337CrossRef Fujii Y, Kiyama T, Ishijima Y, Kodama J (1999) Circumferential strain behavior during creep tests of brittle rocks. Int J Rock Mech Min Sci 36:323–337CrossRef
go back to reference Goldsmith W, Sackman JL, Ewert C (1976) Static and dynamic fracture strength of Barre granite. Int J Rock Mech Min Sci Geomech Abstr 13:303–309CrossRef Goldsmith W, Sackman JL, Ewert C (1976) Static and dynamic fracture strength of Barre granite. Int J Rock Mech Min Sci Geomech Abstr 13:303–309CrossRef
go back to reference Hashiba K, Fukui K (2015) Index of loading-rate dependency of rock strength. Rock Mech Rock Eng 48:859–865CrossRef Hashiba K, Fukui K (2015) Index of loading-rate dependency of rock strength. Rock Mech Rock Eng 48:859–865CrossRef
go back to reference Hashiba K, Okubo S, Fukui K (2004): Creep of granite at low stress level. In: Proceedings of the ISRM regional symposium Eurock 2004 and 53rd geomechanics colloquy, pp 471–474 Hashiba K, Okubo S, Fukui K (2004): Creep of granite at low stress level. In: Proceedings of the ISRM regional symposium Eurock 2004 and 53rd geomechanics colloquy, pp 471–474
go back to reference Hashiba K, Okubo S, Fukui K (2006) A new testing method for investigating the loading rate dependency of peak and residual rock strength. Int J Rock Mech Min Sci 43:894–904CrossRef Hashiba K, Okubo S, Fukui K (2006) A new testing method for investigating the loading rate dependency of peak and residual rock strength. Int J Rock Mech Min Sci 43:894–904CrossRef
go back to reference Ito H (1979) Rheology of the crust based on long-term creep tests of rocks. Tectonophysics 52:629–641CrossRef Ito H (1979) Rheology of the crust based on long-term creep tests of rocks. Tectonophysics 52:629–641CrossRef
go back to reference Ito H, Kumagai N (1994) A creep experiment on a large granite beam started in 1980. Int J Rock Mech Min Sci Geomech Abstr 31:359–367CrossRef Ito H, Kumagai N (1994) A creep experiment on a large granite beam started in 1980. Int J Rock Mech Min Sci Geomech Abstr 31:359–367CrossRef
go back to reference Ito H, Sasajima S (1980) Long-term creep experiment on some rocks observed over three years. Tectonophysics 62:219–232CrossRef Ito H, Sasajima S (1980) Long-term creep experiment on some rocks observed over three years. Tectonophysics 62:219–232CrossRef
go back to reference Ito H, Sasajima S (1987) A ten year creep experiment on small rock specimens. Int J Rock Mech Min Sci Geomech Abstr 24:113–121CrossRef Ito H, Sasajima S (1987) A ten year creep experiment on small rock specimens. Int J Rock Mech Min Sci Geomech Abstr 24:113–121CrossRef
go back to reference JNC (2000) H12: project to establish the scientific and technical basis for HLW disposal in Japan, Supporting report 2 repository design and engineering technology. Japan Nuclear Cycle Development Institute (JNC), Ibaraki, Appendix D.2.1 JNC (2000) H12: project to establish the scientific and technical basis for HLW disposal in Japan, Supporting report 2 repository design and engineering technology. Japan Nuclear Cycle Development Institute (JNC), Ibaraki, Appendix D.2.1
go back to reference Koyama T, Ishibashi K, Suzuki Y, Minami M, Okubo S, Fukui K (2006): Prediction of long-term behavior for a large underground cavern. In: Proceedings of the International symposium of the International Society for Rock Mechanics, EUROCK 2006, pp 325–330 Koyama T, Ishibashi K, Suzuki Y, Minami M, Okubo S, Fukui K (2006): Prediction of long-term behavior for a large underground cavern. In: Proceedings of the International symposium of the International Society for Rock Mechanics, EUROCK 2006, pp 325–330
go back to reference Kranz RL (1979) Crack growth and development during creep of Barre granite. Int J Rock Mech Min Sci Geomech Abstr 16:23–35CrossRef Kranz RL (1979) Crack growth and development during creep of Barre granite. Int J Rock Mech Min Sci Geomech Abstr 16:23–35CrossRef
go back to reference Kranz RL (1980) The effects of confining pressure and stress difference on static fatigue of granite. J Geophys Res 85:1854–1866CrossRef Kranz RL (1980) The effects of confining pressure and stress difference on static fatigue of granite. J Geophys Res 85:1854–1866CrossRef
go back to reference Kranz RL, Scholz CH (1977) Critical dilatant volume of rocks at the onset of tertiary creep. J Geophys Res 82:4893–4898CrossRef Kranz RL, Scholz CH (1977) Critical dilatant volume of rocks at the onset of tertiary creep. J Geophys Res 82:4893–4898CrossRef
go back to reference Kumar A (1968) The effect of stress rate and temperature on the strength of basalt and granite. Geophysics 33:501–510CrossRef Kumar A (1968) The effect of stress rate and temperature on the strength of basalt and granite. Geophysics 33:501–510CrossRef
go back to reference Lajtai EZ, Bielus LP (1986) Stress corrosion cracking of Lac du Bonnet granite in tension and compression. Rock Mech Rock Eng 19:71–87CrossRef Lajtai EZ, Bielus LP (1986) Stress corrosion cracking of Lac du Bonnet granite in tension and compression. Rock Mech Rock Eng 19:71–87CrossRef
go back to reference Lajtai EZ, Schmidtke RH (1986) Delayed failure in rock loaded in uniaxial compression. Rock Mech Rock Eng 19:11–25CrossRef Lajtai EZ, Schmidtke RH (1986) Delayed failure in rock loaded in uniaxial compression. Rock Mech Rock Eng 19:11–25CrossRef
go back to reference Lajtai EZ, Schmidtke RH, Bielus LP (1987) The effect of water on the time-dependent deformation and fracture of a granite. Int J Rock Mech Min Sci Geomech Abstr 24:247–255CrossRef Lajtai EZ, Schmidtke RH, Bielus LP (1987) The effect of water on the time-dependent deformation and fracture of a granite. Int J Rock Mech Min Sci Geomech Abstr 24:247–255CrossRef
go back to reference Lajtai EZ, Scott Duncan EJ, Carter BJ (1991) The effect of strain rate on rock strength. Rock Mech Rock Eng 24:99–109CrossRef Lajtai EZ, Scott Duncan EJ, Carter BJ (1991) The effect of strain rate on rock strength. Rock Mech Rock Eng 24:99–109CrossRef
go back to reference Lanaro F, Sato T, Nakama S (2009) Depth variability of compressive strength test results of Toki granite from Shobasama and Mizunami construction sites, Japan. Rock Mech Rock Eng 42:611–629CrossRef Lanaro F, Sato T, Nakama S (2009) Depth variability of compressive strength test results of Toki granite from Shobasama and Mizunami construction sites, Japan. Rock Mech Rock Eng 42:611–629CrossRef
go back to reference Lau JSO, Chandler NA (2004) Innovative laboratory testing. Int J Rock Mech Min Sci 41:1427–1445CrossRef Lau JSO, Chandler NA (2004) Innovative laboratory testing. Int J Rock Mech Min Sci 41:1427–1445CrossRef
go back to reference Li HB, Zhao J, Li TJ (1999) Triaxial compression tests on a granite at different strain rates and confining pressures. Int J Rock Mech Min Sci 36:1057–1063CrossRef Li HB, Zhao J, Li TJ (1999) Triaxial compression tests on a granite at different strain rates and confining pressures. Int J Rock Mech Min Sci 36:1057–1063CrossRef
go back to reference Lin QX, Liu YM, Tham LG, Tang CA, Lee PKK, Wang J (2009) Time-dependent strength degradation of granite. Int J Rock Mech Min Sci 46:1103–1114CrossRef Lin QX, Liu YM, Tham LG, Tang CA, Lee PKK, Wang J (2009) Time-dependent strength degradation of granite. Int J Rock Mech Min Sci 46:1103–1114CrossRef
go back to reference Lockner D (1993) Room temperature creep in saturated granite. J Geophys Res 98:475–487CrossRef Lockner D (1993) Room temperature creep in saturated granite. J Geophys Res 98:475–487CrossRef
go back to reference Lockner D, Byerlee J (1977) Acoustic emission and creep in rock at high confining pressure and differential stress. Bull Seismol Soc Am 67:247–258 Lockner D, Byerlee J (1977) Acoustic emission and creep in rock at high confining pressure and differential stress. Bull Seismol Soc Am 67:247–258
go back to reference Lockner DA, Byerlee JD (1986) Changes in complex resistivity during creep in granite. Pure Appl Geophys 124:659–676CrossRef Lockner DA, Byerlee JD (1986) Changes in complex resistivity during creep in granite. Pure Appl Geophys 124:659–676CrossRef
go back to reference Maranini E, Yamaguchi T (2001) A non-associated viscoplastic model for the behaviour of granite in triaxial compression. Mech Mater 33:283–293CrossRef Maranini E, Yamaguchi T (2001) A non-associated viscoplastic model for the behaviour of granite in triaxial compression. Mech Mater 33:283–293CrossRef
go back to reference Masuda K (2001) Effects of water on rock strength in a brittle regime. J Struct Geol 23:1653–1657CrossRef Masuda K (2001) Effects of water on rock strength in a brittle regime. J Struct Geol 23:1653–1657CrossRef
go back to reference Masuda K, Mizutani H, Yamada I (1987) Experimental study of strain-rate dependence and pressure dependence of failure properties of granite. J Phys Earth 35:37–66CrossRef Masuda K, Mizutani H, Yamada I (1987) Experimental study of strain-rate dependence and pressure dependence of failure properties of granite. J Phys Earth 35:37–66CrossRef
go back to reference Masuda K, Mizutani H, Yamada I, Imanishi Y (1988) Effects of water on time-dependent behavior of granite. J Phys Earth 36:291–313CrossRef Masuda K, Mizutani H, Yamada I, Imanishi Y (1988) Effects of water on time-dependent behavior of granite. J Phys Earth 36:291–313CrossRef
go back to reference Mellor M, Hawkes I (1971) Measurement of tensile strength by diametral compression of discs and annuli. Eng Geol 5:173–225CrossRef Mellor M, Hawkes I (1971) Measurement of tensile strength by diametral compression of discs and annuli. Eng Geol 5:173–225CrossRef
go back to reference Mogi K (1962) Study of elastic shocks caused by the fracture of heterogeneous materials and its relations to earthquake phenomena. Bull Earthq Res Inst 40:125–173 Mogi K (1962) Study of elastic shocks caused by the fracture of heterogeneous materials and its relations to earthquake phenomena. Bull Earthq Res Inst 40:125–173
go back to reference Ohnaka M (1983) Acoustic emission during creep of brittle rock. Int J Rock Mech Min Sci Geomech Abstr 20:121–134CrossRef Ohnaka M (1983) Acoustic emission during creep of brittle rock. Int J Rock Mech Min Sci Geomech Abstr 20:121–134CrossRef
go back to reference Okubo S, Fukui K (2006) An analytical investigation of a variable-compliance-type constitutive equation. Rock Mech Rock Eng 39:233–253CrossRef Okubo S, Fukui K (2006) An analytical investigation of a variable-compliance-type constitutive equation. Rock Mech Rock Eng 39:233–253CrossRef
go back to reference Okubo S, Nishimatsu Y (1985) Uniaxial compression testing using a linear combination of stress and strain as the control variable. Int J Rock Mech Min Sci Geomech Abstr 22:323–330CrossRef Okubo S, Nishimatsu Y (1985) Uniaxial compression testing using a linear combination of stress and strain as the control variable. Int J Rock Mech Min Sci Geomech Abstr 22:323–330CrossRef
go back to reference Okubo S, Nishimatsu Y, He C (1990) Loading rate dependence of class II rock behaviour in uniaxial and triaxial compression tests—an application of a proposed new control method. Int J Rock Mech Min Sci Geomech Abstr 27:559–562CrossRef Okubo S, Nishimatsu Y, He C (1990) Loading rate dependence of class II rock behaviour in uniaxial and triaxial compression tests—an application of a proposed new control method. Int J Rock Mech Min Sci Geomech Abstr 27:559–562CrossRef
go back to reference Okubo S, Nishimatsu Y, Fukui K (1991) Complete creep curves under uniaxial compression. Int J Rock Mech Min Sci Geomech Abstr 28:77–82CrossRef Okubo S, Nishimatsu Y, Fukui K (1991) Complete creep curves under uniaxial compression. Int J Rock Mech Min Sci Geomech Abstr 28:77–82CrossRef
go back to reference Okubo S, Hashiba K, Fukui K (2013) Loading rate dependency of the strengths of some Japanese rocks. Int J Rock Mech Min Sci 58:180–185 Okubo S, Hashiba K, Fukui K (2013) Loading rate dependency of the strengths of some Japanese rocks. Int J Rock Mech Min Sci 58:180–185
go back to reference Parsons RC, Hedley DGF (1966) The analysis of the viscous property of rocks for classification. Int J Rock Mech Min Sci 3:325–335CrossRef Parsons RC, Hedley DGF (1966) The analysis of the viscous property of rocks for classification. Int J Rock Mech Min Sci 3:325–335CrossRef
go back to reference Peng SS (1973) Time-dependent aspects of rock behavior as measured by a servocontrolled hydraulic testing machine. Int J Rock Mech Min Sci Geomech Abstr 10:235–246CrossRef Peng SS (1973) Time-dependent aspects of rock behavior as measured by a servocontrolled hydraulic testing machine. Int J Rock Mech Min Sci Geomech Abstr 10:235–246CrossRef
go back to reference Read RS (2004) 20 years of excavation response studies at AECL’s Underground Research Laboratory. Int J Rock Mech Min Sci 41:1251–1275CrossRef Read RS (2004) 20 years of excavation response studies at AECL’s Underground Research Laboratory. Int J Rock Mech Min Sci 41:1251–1275CrossRef
go back to reference Sanada H, Hikima R, Tanno T, Matsui H, Sato T (2013) Application of differential strain curve analysis to the Toki granite for in situ stress determination at the Mizunami underground research laboratory, Japan. Int J Rock Mech Min Sci 59:50–56 Sanada H, Hikima R, Tanno T, Matsui H, Sato T (2013) Application of differential strain curve analysis to the Toki granite for in situ stress determination at the Mizunami underground research laboratory, Japan. Int J Rock Mech Min Sci 59:50–56
go back to reference Sano O, Ito I, Terada M (1981) Influence of strain rate on dilatancy and strength of Oshima granite under uniaxial compression. J Geophys Res 86:9299–9311CrossRef Sano O, Ito I, Terada M (1981) Influence of strain rate on dilatancy and strength of Oshima granite under uniaxial compression. J Geophys Res 86:9299–9311CrossRef
go back to reference Sano O, Terada M, Ehara S (1982) A study on the time-dependent microfracturing and strength of Oshima granite. Tectonophysics 84:343–362CrossRef Sano O, Terada M, Ehara S (1982) A study on the time-dependent microfracturing and strength of Oshima granite. Tectonophysics 84:343–362CrossRef
go back to reference Schmidtke RH, Lajtai EZ (1985) The long-term strength of Lac du Bonnet granite. Int J Rock Mech Min Sci Geomech Abstr 22:461–465CrossRef Schmidtke RH, Lajtai EZ (1985) The long-term strength of Lac du Bonnet granite. Int J Rock Mech Min Sci Geomech Abstr 22:461–465CrossRef
go back to reference Scholz CH (1968) Mechanism of creep in brittle rock. J Geophys Res 73:3295–3302CrossRef Scholz CH (1968) Mechanism of creep in brittle rock. J Geophys Res 73:3295–3302CrossRef
go back to reference Takemura T, Oda M, Kirai H, Golshani A (2012) Microstructural based time-dependent failure mechanism and its relation to geological background. Int J Rock Mech Min Sci 53:76–85CrossRef Takemura T, Oda M, Kirai H, Golshani A (2012) Microstructural based time-dependent failure mechanism and its relation to geological background. Int J Rock Mech Min Sci 53:76–85CrossRef
go back to reference Wawersik WR, Brace WF (1971) Post-failure behavior of a granite and diabase. Rock Mech 3:61–85CrossRef Wawersik WR, Brace WF (1971) Post-failure behavior of a granite and diabase. Rock Mech 3:61–85CrossRef
go back to reference Wilkins BJS (1980) Slow crack growth and delayed failure of granite. Int J Rock Mech Min Sci Geomech Abstr 17:365–369CrossRef Wilkins BJS (1980) Slow crack growth and delayed failure of granite. Int J Rock Mech Min Sci Geomech Abstr 17:365–369CrossRef
go back to reference Wu FT, Thomsen L (1975) Microfracturing and deformation of Westerly granite under creep condition. Int J Rock Mech Min Sci Geomech Abstr 12:167–173CrossRef Wu FT, Thomsen L (1975) Microfracturing and deformation of Westerly granite under creep condition. Int J Rock Mech Min Sci Geomech Abstr 12:167–173CrossRef
go back to reference Yanagidani T, Ehara S, Nishizawa O, Kusunose K, Terada M (1985) Localization of dilatancy in Oshima granite under constant uniaxial stress. J Geophys Res 90:6840–6858CrossRef Yanagidani T, Ehara S, Nishizawa O, Kusunose K, Terada M (1985) Localization of dilatancy in Oshima granite under constant uniaxial stress. J Geophys Res 90:6840–6858CrossRef
Metadata
Title
Time-Dependent Behaviors of Granite: Loading-Rate Dependence, Creep, and Relaxation
Authors
K. Hashiba
K. Fukui
Publication date
17-03-2016
Publisher
Springer Vienna
Published in
Rock Mechanics and Rock Engineering / Issue 7/2016
Print ISSN: 0723-2632
Electronic ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-016-0952-x

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