Skip to main content
Top
Published in: Rock Mechanics and Rock Engineering 6/2014

01-11-2014 | Technical Note

Strength of an Australian Coal Under Low Confinement

Authors: O. Buzzi, Y. Sieffert, J. Mendes, X. Liu, A. Giacomini, R. Seedsman

Published in: Rock Mechanics and Rock Engineering | Issue 6/2014

Log in

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Excerpt

Experimental testing of brittle rocks has shown that both brittle and ductile behaviours can be observed, depending on the level of confinement applied to the specimen. In particular, brittle rocks fail in a brittle mode as long as the confining stress falls below the Mogi line (Mogi 1966). Spalling of rocks is associated with brittle failure and is known to occur under low confinement, i.e. in the vicinity of excavation walls (Stacey 1981; Martin et al. 1999; Cai and Kaiser 2013). Indeed, at low confinement, large tension cracks may develop parallel to the excavation boundary when the stress exceeds the crack initiation threshold, which may lead to rapidly propagating instabilities and formation of thin slabs. Such slabs can represent a significant hazard to the workforce in confined mining excavations. Increasing the level of confinement modifies the nature and propagation mechanism of the cracks that develop upon loading: at high confinement, short shear cracks develop and ultimately join to form a macroscopic shear band. Martin et al. (1999) showed that a single set of Hoek–Brown parameters failed to capture the two mechanisms and they distinguished Hoek–Brown frictional (for high confinement) and brittle (for low confinement) sets of parameters. Their proposed brittle criterion falls below the frictional counterpart reflecting a reduction in strength. Recently, Kaiser and Kim (2008) and Amann et al. (2012) proposed a non-convex criterion to capture the strength under both low and high confining pressures. However, some of the data they used involved a large degree of scatter (in Kaiser and Kim 2008) or not many points were obtained in the low confining range (in Amann et al. 2012). Considering the recent findings by Kaiser et al. and the lack of data in the literature about the strength of coal under low confinement, it has been decided to conduct a series of triaxial tests in order to mitigate this gap. Gaining a better understanding of the behaviour of the coal under low confinement is highly relevant for the stability of coal mine excavations. …

Dont have a licence yet? Then find out more about our products and how to get one now:

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!

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!

Literature
go back to reference Amann F, Kaiser P, Button EA (2012) Experimental study of brittle behavior of clay shale in rapid triaxial compression. Rock Mech Rock Eng 45:21–33CrossRef Amann F, Kaiser P, Button EA (2012) Experimental study of brittle behavior of clay shale in rapid triaxial compression. Rock Mech Rock Eng 45:21–33CrossRef
go back to reference ASTM Standard D7012–10 (2010) Standard test method for compressive strength and elastic moduli of intact rock core specimens under varying states of stress and temperatures. West Conshohocken, PA ASTM Standard D7012–10 (2010) Standard test method for compressive strength and elastic moduli of intact rock core specimens under varying states of stress and temperatures. West Conshohocken, PA
go back to reference El-Dieb AS, Hooton RT (1994) Evaluation of the katz-thompson model for estimating the water permeability of cement-based materials from mercury intrusion porosimetry data. Cem Concr Res 24(3):443–455CrossRef El-Dieb AS, Hooton RT (1994) Evaluation of the katz-thompson model for estimating the water permeability of cement-based materials from mercury intrusion porosimetry data. Cem Concr Res 24(3):443–455CrossRef
go back to reference Hoek E (1968) Brittle fracture of rock. In: KG Stagg and OC Zienkiewicz (eds) Rock mechanics in engineering practice. Wiley, London, pp 99–124 Hoek E (1968) Brittle fracture of rock. In: KG Stagg and OC Zienkiewicz (eds) Rock mechanics in engineering practice. Wiley, London, pp 99–124
go back to reference ISRM (1978) Suggested methods for determining the strength of rock materials in triaxial compression. Int J Rock Mech Min Sci Geomech Abstr 15:47–51CrossRef ISRM (1978) Suggested methods for determining the strength of rock materials in triaxial compression. Int J Rock Mech Min Sci Geomech Abstr 15:47–51CrossRef
go back to reference Kaiser PK, Kim BH (2008) Rock mechanics advances of underground construction and mining. Keynote lecture, Korea Rock Mechanics Symposium, 2008, Seoul, pp 1–16 Kaiser PK, Kim BH (2008) Rock mechanics advances of underground construction and mining. Keynote lecture, Korea Rock Mechanics Symposium, 2008, Seoul, pp 1–16
go back to reference Katz AJ, Thompson AH (1986) Quantitative prediction of permeability in porous rock. Phys Rev B 34(11):8179–8181CrossRef Katz AJ, Thompson AH (1986) Quantitative prediction of permeability in porous rock. Phys Rev B 34(11):8179–8181CrossRef
go back to reference Katz AJ and Thompson AH (1987) Prediction of rock electrical conductivity from mercury injection measurements. J Geophys Res, 92(B1):599–607 Katz AJ and Thompson AH (1987) Prediction of rock electrical conductivity from mercury injection measurements. J Geophys Res, 92(B1):599–607
go back to reference Kodama N, Fujii Y, Ishijima Y (2003) The effect of temperature on the mechanical properties of Inada Granite and Shirahama sandstone. In: S Murata and T Saito (eds) Proceedings of the 1st Kyoto international symposium on underground environment, pp 187–195 Kodama N, Fujii Y, Ishijima Y (2003) The effect of temperature on the mechanical properties of Inada Granite and Shirahama sandstone. In: S Murata and T Saito (eds) Proceedings of the 1st Kyoto international symposium on underground environment, pp 187–195
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(2):99–109CrossRef Lajtai EZ, Scott Duncan EJ, Carter BJ (1991) The effect of strain rate on rock strength. Rock Mech Rock Eng 24(2):99–109CrossRef
go back to reference Martin CD, Kaiser PK, McCreath DR (1999) Hoek-Brown parameters for predixting the depth of brittle failure around tunnels. Can Geotech J 36:136–151CrossRef Martin CD, Kaiser PK, McCreath DR (1999) Hoek-Brown parameters for predixting the depth of brittle failure around tunnels. Can Geotech J 36:136–151CrossRef
go back to reference Medhurst TP, Brown ET (1998) A study of the mechanical behaviour of coal for pillar design. Int J Rock Mech Min Sci 35(8):1087–1105CrossRef Medhurst TP, Brown ET (1998) A study of the mechanical behaviour of coal for pillar design. Int J Rock Mech Min Sci 35(8):1087–1105CrossRef
go back to reference Mogi K (1966) Pressure dependence of rock strength and transition from brittle fracture to ductile flow. Bull Earthq Res Inst 44:215–232 Mogi K (1966) Pressure dependence of rock strength and transition from brittle fracture to ductile flow. Bull Earthq Res Inst 44:215–232
go back to reference Okubo S, Fukui K, Qingxin Q (2006) Uniaxial compression and tension tests of anthracite and loading rate dependence of peak strength. Int J Coal Geol 68:196–204CrossRef Okubo S, Fukui K, Qingxin Q (2006) Uniaxial compression and tension tests of anthracite and loading rate dependence of peak strength. Int J Coal Geol 68:196–204CrossRef
go back to reference Peng S, Zhang J (2007) Engineering geology for underground rocks. Springer, Berlin Peng S, Zhang J (2007) Engineering geology for underground rocks. Springer, Berlin
go back to reference Stacey TR (1981) A simple extension strain criterion for fracture of brittle rock. Int J Rock Mech Min Sci 18:469–474CrossRef Stacey TR (1981) A simple extension strain criterion for fracture of brittle rock. Int J Rock Mech Min Sci 18:469–474CrossRef
go back to reference Standards Association of Australia (1993) AS 2519 Guide to the Technical Evaluation of Higher Rank Coal Deposits, ISBN 0 7262 8114 X Standards Association of Australia (1993) AS 2519 Guide to the Technical Evaluation of Higher Rank Coal Deposits, ISBN 0 7262 8114 X
go back to reference Wang S, Elsworth D, Jishan L (2013) Permeability evolution during progressive deformation of intact coal and implications for instability in underground coal seams. Int J Rock Mech Min Sci 58:34–45 Wang S, Elsworth D, Jishan L (2013) Permeability evolution during progressive deformation of intact coal and implications for instability in underground coal seams. Int J Rock Mech Min Sci 58:34–45
go back to reference Zheng Z, Khodaverdian M, McLennan JD (1991) Static and dynamic testing of coal specimens. SCA Conference Paper Number 9120, Proceedings of the 1991 Society of Core Analysts 5th Ann. Tech. Conf., August 1991 Zheng Z, Khodaverdian M, McLennan JD (1991) Static and dynamic testing of coal specimens. SCA Conference Paper Number 9120, Proceedings of the 1991 Society of Core Analysts 5th Ann. Tech. Conf., August 1991
Metadata
Title
Strength of an Australian Coal Under Low Confinement
Authors
O. Buzzi
Y. Sieffert
J. Mendes
X. Liu
A. Giacomini
R. Seedsman
Publication date
01-11-2014
Publisher
Springer Vienna
Published in
Rock Mechanics and Rock Engineering / Issue 6/2014
Print ISSN: 0723-2632
Electronic ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-013-0493-5

Other articles of this Issue 6/2014

Rock Mechanics and Rock Engineering 6/2014 Go to the issue