Skip to main content
Erschienen in: Bulletin of Engineering Geology and the Environment 3/2017

23.05.2016 | Original Paper

Size effects on granite behavior under unloading rockburst test

verfasst von: F. Zhao, M. C. He

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 3/2017

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

Based on previous studies of rock behavior versus rock sample size and various research on rockburst simulation tests, a modified true-triaxial unloading testing machine was utilized to perform rockburst tests on granite specimens with changing heights for size effect investigation. The parameter of the height-to-thickness ratio (H/T) is proposed to characterize the rock scale, and it varies from 5 to 2 with a fixed thickness of 30 mm and changing heights from 150 to 60 mm. In this study, several testing methods were adopted to study the influence of H/T including non-destructive acoustic emission (AE) technology and high-speed camera recording systems as well as fragment kinetic energy analysis. The experimental results indicated that a size effect does exist during the rockburst simulation process and affects the rock failure strength and fracture mode. It can be seen that rock failure strength has an increasing trend with the decreasing of H/T. And at the higher H/T, extensile and splitting failures are dominant, and then the mixed failure mode including tensile and shear appears with decreasing H/T, until the single-plane shear becomes the main failure mode at the lowest H/T. AE energy release and kinetic energy of ejected fragments are not quite sensitive to sample size for H/T lower than 3. When the ratio of height and width is not lower than 3, the total AE energy during rock failure and kinetic energy of ejected fragments increased with the decreasing of sample size. With a further decrease of the ratio to 2, the total AE energy and kinetic energy of ejected fragments began to decrease.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Literatur
Zurück zum Zitat Barton N, Lien R, Lunde J (1974) Engineering classification of rock masses for the design of tunnel support. Rock Mech Rock Eng 6(4):189–236CrossRef Barton N, Lien R, Lunde J (1974) Engineering classification of rock masses for the design of tunnel support. Rock Mech Rock Eng 6(4):189–236CrossRef
Zurück zum Zitat Bieniawski ZT (1968) The effect of specimen size on compressive strength of coal. Int J Rock Mech Min Sci Geomech Abstr 5(4):325–335CrossRef Bieniawski ZT (1968) The effect of specimen size on compressive strength of coal. Int J Rock Mech Min Sci Geomech Abstr 5(4):325–335CrossRef
Zurück zum Zitat Brown ET (1974) Fracture of rock under uniform biaxial compression. In: Proceedings of the 3rd Congress of the International Society of Rock Mechanics, Denver, National Academy Science, Washington, DC, pp 111–117 Brown ET (1974) Fracture of rock under uniform biaxial compression. In: Proceedings of the 3rd Congress of the International Society of Rock Mechanics, Denver, National Academy Science, Washington, DC, pp 111–117
Zurück zum Zitat Cai M (2008) Influence of stress path on tunnel excavation response—numerical tool selection and modeling strategy. Tunn Undergr Space Technol 23:618–628CrossRef Cai M (2008) Influence of stress path on tunnel excavation response—numerical tool selection and modeling strategy. Tunn Undergr Space Technol 23:618–628CrossRef
Zurück zum Zitat Cai M, Kaiser PK, Tasaka Y, Maejima T, Morioka H, Minami M (2004) Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations. Int J Rock Mech Min Sci 41(5):833–847CrossRef Cai M, Kaiser PK, Tasaka Y, Maejima T, Morioka H, Minami M (2004) Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations. Int J Rock Mech Min Sci 41(5):833–847CrossRef
Zurück zum Zitat Chen JT, Feng XT (2006) True triaxial experimental study on rock with high geostress. Chin J Rock Mech Eng 25(8):1537–1543 (In Chinese) Chen JT, Feng XT (2006) True triaxial experimental study on rock with high geostress. Chin J Rock Mech Eng 25(8):1537–1543 (In Chinese)
Zurück zum Zitat Chen P, Zhou ZW (2012) Size effect experiment of rock material with RFPA2D. J Liaoning Tech Univ 31(6):842–845 Chen P, Zhou ZW (2012) Size effect experiment of rock material with RFPA2D. J Liaoning Tech Univ 31(6):842–845
Zurück zum Zitat Cook NG (1965) A note on rockburst considered as a problem of stability. J S Afr Inst Min Met 65:437–446 Cook NG (1965) A note on rockburst considered as a problem of stability. J S Afr Inst Min Met 65:437–446
Zurück zum Zitat Fener M (2011) The effect of rock sample dimension on the P-wave velocity. J Nondestructive Eval 30(2):99–105CrossRef Fener M (2011) The effect of rock sample dimension on the P-wave velocity. J Nondestructive Eval 30(2):99–105CrossRef
Zurück zum Zitat Girard L, Gruber S, Weber S, Beutel J (2013) Environmental controls of frost cracking revealed through in situ acoustic emission measurements in steep bedrock. Geophys Res Lett 40(9):1748–1753CrossRef Girard L, Gruber S, Weber S, Beutel J (2013) Environmental controls of frost cracking revealed through in situ acoustic emission measurements in steep bedrock. Geophys Res Lett 40(9):1748–1753CrossRef
Zurück zum Zitat He MC, Miao JL, LI DJ, Wang CG (2007) Experimental study on rockburst processes of granite specimen at great depth. Chin J Rock Mech Eng 26:865–876 (In Chinese) He MC, Miao JL, LI DJ, Wang CG (2007) Experimental study on rockburst processes of granite specimen at great depth. Chin J Rock Mech Eng 26:865–876 (In Chinese)
Zurück zum Zitat Hoek E, Brown ET (1980) Underground excavation in rock. The Institute of Mining and Metallurgy, London, pp 382–395 Hoek E, Brown ET (1980) Underground excavation in rock. The Institute of Mining and Metallurgy, London, pp 382–395
Zurück zum Zitat Hudson JA, Crouch SL, Fairhurst C (1972) Soft, stiff and servo-controlled testing machines: a review with reference to rock failure. Eng Geol 6(3):155–189CrossRef Hudson JA, Crouch SL, Fairhurst C (1972) Soft, stiff and servo-controlled testing machines: a review with reference to rock failure. Eng Geol 6(3):155–189CrossRef
Zurück zum Zitat Li G, Tang CA (2015) A statistical meso-damage mechanical method for modelling trans-scale progressive failure process of rock. Int J Rock Mech Min Sci 74:133–150CrossRef Li G, Tang CA (2015) A statistical meso-damage mechanical method for modelling trans-scale progressive failure process of rock. Int J Rock Mech Min Sci 74:133–150CrossRef
Zurück zum Zitat Li JL, Wang LH (2003) Study on size effect of unloaded rock mass. Chin J Rock Mech Eng 22(12):2032–2036 (In Chinese) Li JL, Wang LH (2003) Study on size effect of unloaded rock mass. Chin J Rock Mech Eng 22(12):2032–2036 (In Chinese)
Zurück zum Zitat Li WS, Huang SL et al (2012) Development of true triaxial experiment system for middle sized rock sample and its applications. Chin J Rock Mech Eng 31(11):2197–2203 (In Chinese) Li WS, Huang SL et al (2012) Development of true triaxial experiment system for middle sized rock sample and its applications. Chin J Rock Mech Eng 31(11):2197–2203 (In Chinese)
Zurück zum Zitat Li G, Liang ZZ, Tang CA (2015) Morphologic interpretation of rock failure mechanisms under uniaxial compression based on 3D multiscale high-resolution numerical modeling. Rock Mech Rock Eng 48:2235–2262CrossRef Li G, Liang ZZ, Tang CA (2015) Morphologic interpretation of rock failure mechanisms under uniaxial compression based on 3D multiscale high-resolution numerical modeling. Rock Mech Rock Eng 48:2235–2262CrossRef
Zurück zum Zitat Moradian ZA, Ballivy G, Rivard P, Gravel C, Rousseau B (2010) Evaluating damage during shear tests of rock joints using acoustic emissions. Int J Rock Mech Min Sci 47(4):590–598CrossRef Moradian ZA, Ballivy G, Rivard P, Gravel C, Rousseau B (2010) Evaluating damage during shear tests of rock joints using acoustic emissions. Int J Rock Mech Min Sci 47(4):590–598CrossRef
Zurück zum Zitat Nasseri MH, Goodfellow SD, Lombos L et al (2014) 3-D transport and acoustic properties of Fontainebleau sandstone during true-triaxial deformation experiments. Int J Rock Mech Min Sci 69:1–18 Nasseri MH, Goodfellow SD, Lombos L et al (2014) 3-D transport and acoustic properties of Fontainebleau sandstone during true-triaxial deformation experiments. Int J Rock Mech Min Sci 69:1–18
Zurück zum Zitat Natau OP, Fröhlich BO, Amuschler TO (1983) Recent developments of the large-scale triaxial test. In: Proceedings of the fifth international congress of rock mechanics, Melbourne, pp 65–74 Natau OP, Fröhlich BO, Amuschler TO (1983) Recent developments of the large-scale triaxial test. In: Proceedings of the fifth international congress of rock mechanics, Melbourne, pp 65–74
Zurück zum Zitat Nicksiar M, Martin CD (2012) Evaluation of methods for determining crack initiation in compression tests on low-porosity rocks. Rock Mech Rock Eng 45(4):607–617CrossRef Nicksiar M, Martin CD (2012) Evaluation of methods for determining crack initiation in compression tests on low-porosity rocks. Rock Mech Rock Eng 45(4):607–617CrossRef
Zurück zum Zitat Pan PZ, Feng XT, Hudson JA (2009) Study of failure and scale effects in rocks under uniaxial compression using 3D cellular automata. Int J Rock Mech Min Sci 46(4):674–685CrossRef Pan PZ, Feng XT, Hudson JA (2009) Study of failure and scale effects in rocks under uniaxial compression using 3D cellular automata. Int J Rock Mech Min Sci 46(4):674–685CrossRef
Zurück zum Zitat Pan ZJ, Ma Y, Connell LD et al (2015) Measuring anisotropic permeability using a cubic shale sample in a triaxial cell. J Nat Gas Sci Eng 26:336–344CrossRef Pan ZJ, Ma Y, Connell LD et al (2015) Measuring anisotropic permeability using a cubic shale sample in a triaxial cell. J Nat Gas Sci Eng 26:336–344CrossRef
Zurück zum Zitat Russenes BF (1974) Analyses of rockburst in tunnels in valley sides. Trondheim, Norwegian Institute of Technology Russenes BF (1974) Analyses of rockburst in tunnels in valley sides. Trondheim, Norwegian Institute of Technology
Zurück zum Zitat Sagong M, Park D, Yoo J et al (2011) Experimental and numerical analyses of an opening in a jointed rock mass under biaxial compression. Int J Rock Mech Min Sci 48(7):1055–1067CrossRef Sagong M, Park D, Yoo J et al (2011) Experimental and numerical analyses of an opening in a jointed rock mass under biaxial compression. Int J Rock Mech Min Sci 48(7):1055–1067CrossRef
Zurück zum Zitat Tao ZY (1987) Rockburst and its criterion in highly geostresses zone. Yangtze River 5(25):32 Tao ZY (1987) Rockburst and its criterion in highly geostresses zone. Yangtze River 5(25):32
Zurück zum Zitat Turchaninov IA (1981) Condition of extra-hard rock into weak rock under the influence of tectonic stresses of massifs. In Proc of International symposium on weak rock, Tokyo, 21–24, pp 555–559 Turchaninov IA (1981) Condition of extra-hard rock into weak rock under the influence of tectonic stresses of massifs. In Proc of International symposium on weak rock, Tokyo, 21–24, pp 555–559
Zurück zum Zitat Wang JA, Park HD (2001) Comprehensive prediction of rockburst based on analysis of strain energy in rocks. Tunn Undergr Space Technol 16(1):49–57CrossRef Wang JA, Park HD (2001) Comprehensive prediction of rockburst based on analysis of strain energy in rocks. Tunn Undergr Space Technol 16(1):49–57CrossRef
Zurück zum Zitat Wong NY (2008) Crack coalescence in molded gypsum and Carrara marble. Massachusetts Institute of Technology, Cambridge Wong NY (2008) Crack coalescence in molded gypsum and Carrara marble. Massachusetts Institute of Technology, Cambridge
Zurück zum Zitat Xu LS (2003) Research on the experimental rock mechanics of rockburst under unloading condition. J Chongqing Jiao Tong Univ 22:1–4 Xu LS (2003) Research on the experimental rock mechanics of rockburst under unloading condition. J Chongqing Jiao Tong Univ 22:1–4
Zurück zum Zitat Xu LS, Wang LS, Li TB, Xu J, Jin XG (1999) Study on the character of rockburst and its forecasting in the erlangmountain tunnel. J Geol Hazards Environ Preserv 10(2):55–59 Xu LS, Wang LS, Li TB, Xu J, Jin XG (1999) Study on the character of rockburst and its forecasting in the erlangmountain tunnel. J Geol Hazards Environ Preserv 10(2):55–59
Zurück zum Zitat Yang SQ, Xu WY (2004) Numerical simulation of strength-size effect of rock materials under different confining pressures. Chin J Rock Mech Eng 5:578–582 (In Chinese) Yang SQ, Xu WY (2004) Numerical simulation of strength-size effect of rock materials under different confining pressures. Chin J Rock Mech Eng 5:578–582 (In Chinese)
Zurück zum Zitat Yang SQ, Su CD, Xu WY (2005) Experimental and theoretical study of size effect of rock material. Eng Mech 22(4):112–118CrossRef Yang SQ, Su CD, Xu WY (2005) Experimental and theoretical study of size effect of rock material. Eng Mech 22(4):112–118CrossRef
Metadaten
Titel
Size effects on granite behavior under unloading rockburst test
verfasst von
F. Zhao
M. C. He
Publikationsdatum
23.05.2016
Verlag
Springer Berlin Heidelberg
Erschienen in
Bulletin of Engineering Geology and the Environment / Ausgabe 3/2017
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI
https://doi.org/10.1007/s10064-016-0903-5

Weitere Artikel der Ausgabe 3/2017

Bulletin of Engineering Geology and the Environment 3/2017 Zur Ausgabe