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

01-11-2014 | Original Paper

Use of Descartes Folium Equation for Deriving a Relation between Total Aperture of Fractures after Uniaxial Compression and Strain Parameters of Different Rocks Exhibiting Negative Total Volumetric Strains

Author: V. Palchik

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 …

Abstract

The axial, crack and total volumetric strains, porosity, elastic constants, crack damage stresses, uniaxial compressive strengths, as well as fracture apertures and number of fracture traces in rock samples surface after compression were defined for different chalk, basalt, dolomite, granite, limestone and sandstone samples exhibiting negative total volumetric strain at failure. It is established that the total (summed) aperture of vertical fractures obtained on the lateral surface of rock sample is related to three characteristic strain parameters: axial strain at the onset of negative total volumetric strain, axial failure strain and negative total volumetric strain at failure. The relation is based on Descartes folium equation, where the length of the loop of folium is equal to axial strain coordinate at the onset of negative total volumetric strain. This relation shows that the total aperture increases according to power law with increasing difference between axial failure strain and axial strain at the onset of negative total volumetric strain. Simultaneously, an increase in this difference leads to an increase in the value of negative total volumetric strain at failure. It is found that a direct correlation between total aperture of fractures and negative total volumetric strain at failure is relatively weak. Nevertheless, total aperture of fractures tends to increase with increasing absolute value of negative total volumetric strain at failure. It is revealed that there is no connection between the number of fracture traces and negative total volumetric strain at failure.

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 Besuelle P, Desrues J, Raynaud S (2000) Experimental characterization of the localization phenomenon inside a Vosges sandstone in a triaxial cell. Int J Rock Mech Min Sci 37:1223–1237CrossRef Besuelle P, Desrues J, Raynaud S (2000) Experimental characterization of the localization phenomenon inside a Vosges sandstone in a triaxial cell. Int J Rock Mech Min Sci 37:1223–1237CrossRef
go back to reference Bieniawski ZT (1967) Mechanism of brittle fracture of rock. Int J Rock Mech Min Sci 4(4):395–430CrossRef Bieniawski ZT (1967) Mechanism of brittle fracture of rock. Int J Rock Mech Min Sci 4(4):395–430CrossRef
go back to reference Brace WF (1978) Volume changes during fracture and frictional sliding: a review. PAGEOGH 116:603–614 Brace WF (1978) Volume changes during fracture and frictional sliding: a review. PAGEOGH 116:603–614
go back to reference Brace WF, Paulding B, Scholz C (1966) Dilatancy in the fracture of crystalline rocks. J Geoph Res 71(16):3939–3953CrossRef Brace WF, Paulding B, Scholz C (1966) Dilatancy in the fracture of crystalline rocks. J Geoph Res 71(16):3939–3953CrossRef
go back to reference Brady BHG, Brown ET (1993) Rock mechanics for underground mining, 2nd edn. Chapman and Hall, London, p 571 Brady BHG, Brown ET (1993) Rock mechanics for underground mining, 2nd edn. Chapman and Hall, London, p 571
go back to reference 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
go back to reference Coggan JS, Stead D, Howe JH, Faulks CI (2013) Mineralogical controls on the engineering behavior of hydrothermally altered granites under uniaxial compression. Engng Geol 160:89–102CrossRef Coggan JS, Stead D, Howe JH, Faulks CI (2013) Mineralogical controls on the engineering behavior of hydrothermally altered granites under uniaxial compression. Engng Geol 160:89–102CrossRef
go back to reference Cundy H, Rollett A (1989) Mathematical Models. Tarquin Publications, Stradbroke, p 72 Cundy H, Rollett A (1989) Mathematical Models. Tarquin Publications, Stradbroke, p 72
go back to reference Eberhardt E, Stead D, Stimpson B (1999) Quantifying progressive pre-peak brittle fracture damage in rock during uniaxial compression. Int J Rock Mech Min Sci 36:361–380CrossRef Eberhardt E, Stead D, Stimpson B (1999) Quantifying progressive pre-peak brittle fracture damage in rock during uniaxial compression. Int J Rock Mech Min Sci 36:361–380CrossRef
go back to reference Ghazvinian E, Perras M, Diederichs MS, Labrie D (2012) Formal approaches to definition damage thresholds in brittle rock granite and limestone. In: 46th Rock Mechanics/Geomechanics Symposium, 24–27 June, Chicago, USA, pp 966–974 Ghazvinian E, Perras M, Diederichs MS, Labrie D (2012) Formal approaches to definition damage thresholds in brittle rock granite and limestone. In: 46th Rock Mechanics/Geomechanics Symposium, 24–27 June, Chicago, USA, pp 966–974
go back to reference Gray A (1997) Modern differential geometry of curves and surfaces with mathematica. CRC Press, Boca Raton, pp 77–82 Gray A (1997) Modern differential geometry of curves and surfaces with mathematica. CRC Press, Boca Raton, pp 77–82
go back to reference Hatzor YH, Palchik V (1997) The influence of grain size and porosity on crack initiation stress and critical flaw length in dolomites. Int J Rock Mech Min Sci 34(5):805–816CrossRef Hatzor YH, Palchik V (1997) The influence of grain size and porosity on crack initiation stress and critical flaw length in dolomites. Int J Rock Mech Min Sci 34(5):805–816CrossRef
go back to reference Heo JS, Cho HK, Lee CI (2001) Measurement of acoustic emission and source location considering anisotropy of rock under triaxial compression. In: Sarkka P, Eloranta P (eds) Rock mechanics a challenge for society. Swets & Zeitlinger Lisse, Espoo Finland, pp 91–96 Heo JS, Cho HK, Lee CI (2001) Measurement of acoustic emission and source location considering anisotropy of rock under triaxial compression. In: Sarkka P, Eloranta P (eds) Rock mechanics a challenge for society. Swets & Zeitlinger Lisse, Espoo Finland, pp 91–96
go back to reference Hidalgo KP, Nordlund E (2012) Failure process analysis of spalling failure—comparison of laboratory test and numerical modelling data. Tunn Undergr Space Technol 32:66–77CrossRef Hidalgo KP, Nordlund E (2012) Failure process analysis of spalling failure—comparison of laboratory test and numerical modelling data. Tunn Undergr Space Technol 32:66–77CrossRef
go back to reference Hidalgo KP, Nordlund E (2013) Comparison between stress and strain quantities of the failure—deformation process of Fennoscandian hard rocks using geological information. Rock Mech Rock Engng 46(1):45–51 Hidalgo KP, Nordlund E (2013) Comparison between stress and strain quantities of the failure—deformation process of Fennoscandian hard rocks using geological information. Rock Mech Rock Engng 46(1):45–51
go back to reference Kolle JJ (1993) A model of dynamic confinement during drilling in pressurized boreholes. Int J Rock Mech Min Sci 30(7):1215–1218CrossRef Kolle JJ (1993) A model of dynamic confinement during drilling in pressurized boreholes. Int J Rock Mech Min Sci 30(7):1215–1218CrossRef
go back to reference Lawrence JD (1972) A catalog of special plane curves. Dover Publications, New York, pp 106–109 Lawrence JD (1972) A catalog of special plane curves. Dover Publications, New York, pp 106–109
go back to reference Martin CD (1993) Strength of massive Lac du Bonnet granite around underground openings. Ph.D. thesis, Department of Civil and Geological Engineering, University of Manitoba, Winnipeg Martin CD (1993) Strength of massive Lac du Bonnet granite around underground openings. Ph.D. thesis, Department of Civil and Geological Engineering, University of Manitoba, Winnipeg
go back to reference Martin CD, Chandler NA (1994) The progressive fracture of Lac du Bonnet Granite. Int J Rock Mech Min Sci 31(6):643–659CrossRef Martin CD, Chandler NA (1994) The progressive fracture of Lac du Bonnet Granite. Int J Rock Mech Min Sci 31(6):643–659CrossRef
go back to reference Nicksiar M, Martin CD (2012) Evaluation of methods for determining crack initiation in compressive tests on low-porosity rocks. Rock Mech Rock Engng 45(4):607–617CrossRef Nicksiar M, Martin CD (2012) Evaluation of methods for determining crack initiation in compressive tests on low-porosity rocks. Rock Mech Rock Engng 45(4):607–617CrossRef
go back to reference Palchik V (2010) Mechanical behavior of carbonate rocks at crack damage stress equal to uniaxial compressive strength. Rock Mech Rock Engng 43(4):497–503CrossRef Palchik V (2010) Mechanical behavior of carbonate rocks at crack damage stress equal to uniaxial compressive strength. Rock Mech Rock Engng 43(4):497–503CrossRef
go back to reference Palchik V (2013) Is there link between the type of the volumetric strain curve and elastic constants, porosity, stress and strain characteristics? Rock Mech Rock Engng 46(2):315–326CrossRef Palchik V (2013) Is there link between the type of the volumetric strain curve and elastic constants, porosity, stress and strain characteristics? Rock Mech Rock Engng 46(2):315–326CrossRef
go back to reference Palchik V, Hatzor YH (2002) Crack damage stress as a composite function of porosity and elastic matrix stiffness in dolomites and limestones. Engng Geol 63(3–4):233–245CrossRef Palchik V, Hatzor YH (2002) Crack damage stress as a composite function of porosity and elastic matrix stiffness in dolomites and limestones. Engng Geol 63(3–4):233–245CrossRef
go back to reference Palchik V, Hatzor YH (2004) The influence of porosity on tensile and compressive strength of porous chalks. Rock Mech Rock Engng 37(4):331–341CrossRef Palchik V, Hatzor YH (2004) The influence of porosity on tensile and compressive strength of porous chalks. Rock Mech Rock Engng 37(4):331–341CrossRef
go back to reference Paterson MS (1978) Experimental rock deformation-the Brittle field. Springer, New York, p 254CrossRef Paterson MS (1978) Experimental rock deformation-the Brittle field. Springer, New York, p 254CrossRef
go back to reference Pettitt WS, Young RP, Marsden JR (1998) Investigating the mechanics of microcrack damage induced under tru-triaxial unloading. In: Eurock 98, Society of Petroleum Engineering, pp SPE 47319 Pettitt WS, Young RP, Marsden JR (1998) Investigating the mechanics of microcrack damage induced under tru-triaxial unloading. In: Eurock 98, Society of Petroleum Engineering, pp SPE 47319
go back to reference Schock RN, Heard HC, Stevens DR (1973) Stress–strain behavior of a granodiorite and two graywackes on compression to 20 kilobars. J Geophys Res 78:5922–5941CrossRef Schock RN, Heard HC, Stevens DR (1973) Stress–strain behavior of a granodiorite and two graywackes on compression to 20 kilobars. J Geophys Res 78:5922–5941CrossRef
go back to reference Simmons GF (2007) Calculus Gems: Brief Lives and Memorable Mathematics. McGraw-Hill, The Mathematical Association of America, New York, p 355 Simmons GF (2007) Calculus Gems: Brief Lives and Memorable Mathematics. McGraw-Hill, The Mathematical Association of America, New York, p 355
Metadata
Title
Use of Descartes Folium Equation for Deriving a Relation between Total Aperture of Fractures after Uniaxial Compression and Strain Parameters of Different Rocks Exhibiting Negative Total Volumetric Strains
Author
V. Palchik
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/s00603-013-0510-8

Other articles of this Issue 6/2014

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