Skip to main content
Erschienen in: Rock Mechanics and Rock Engineering 4/2018

28.12.2017 | Original Paper

Determination of the Basic Friction Angle of Rock Surfaces by Tilt Tests

verfasst von: Hyun-Sic Jang, Qing-Zhao Zhang, Seong-Seung Kang, Bo-An Jang

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 4/2018

Einloggen

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

search-config
loading …

Abstract

Samples of Hwangdeung granite from Korea and Berea sandstone from USA, both containing sliding planes, were prepared by saw-cutting or polishing using either #100 or #600 grinding powders. Their basic friction angles were measured by direct shear testing, triaxial compression testing, and tilt testing. The direct shear tests and triaxial compression tests on the saw-cut, #100, and #600 surfaces indicated that the most reliable results were obtained from the #100 surface: basic friction angle of 29.4° for granite and 34.1° for sandstone. To examine the effect of surface conditions on the friction angle in tilt tests, the sliding angles were measured 50 times with two surface conditions (surfaces cleaned and not cleaned after each measurement). The initial sliding angles were high regardless of rock type and surface conditions and decreased exponentially as measurements continued. The characteristics of the sliding angles, differences between tilt tests, and dispersion between measurements in each test indicated that #100 surface produced the most reliable basic friction angle measurement. Without cleaning the surfaces, the average angles for granite (32 measurements) and sandstone (23 measurements) were similar to the basic friction angle. When 20–50 measurements without cleaning were averaged, the basic friction angle was within ± 2° for granite and ± 3° for sandstone. Sliding angles using five different tilting speeds were measured but the average was similar, indicating that tilting speed (between 0.2° and 1.6°/s) has little effect on the sliding angle. Sliding angles using four different sample sizes were measured with the best results obtained for samples larger than 8 × 8 cm.

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

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!

Literatur
Zurück zum Zitat Alejano LR, González J, Muralha J (2012) Comparison of different techniques of tilt testing and basic friction angle variability assessment. Rock Mech Rock Eng 45(6):1023–1035CrossRef Alejano LR, González J, Muralha J (2012) Comparison of different techniques of tilt testing and basic friction angle variability assessment. Rock Mech Rock Eng 45(6):1023–1035CrossRef
Zurück zum Zitat Barton N (1973) Review of a new shear strength criterion for rock joints. Eng Geol 7:287–332CrossRef Barton N (1973) Review of a new shear strength criterion for rock joints. Eng Geol 7:287–332CrossRef
Zurück zum Zitat Barton N (1976) The shear strength of rock and rock joints. Int J Rock Mech Min Sci Geomech Abs 13:255–279CrossRef Barton N (1976) The shear strength of rock and rock joints. Int J Rock Mech Min Sci Geomech Abs 13:255–279CrossRef
Zurück zum Zitat Barton N, Choubey V (1977) The shear strength of rock joints in theory and practice. Rock Mech 10(1–2):1–54CrossRef Barton N, Choubey V (1977) The shear strength of rock joints in theory and practice. Rock Mech 10(1–2):1–54CrossRef
Zurück zum Zitat Belem T, Homana-Etienne F, Souley M (2000) Quantitative parameters for rock joint surface roughness. Rock Mech Rock Eng 33(4):217–242CrossRef Belem T, Homana-Etienne F, Souley M (2000) Quantitative parameters for rock joint surface roughness. Rock Mech Rock Eng 33(4):217–242CrossRef
Zurück zum Zitat Brace WF, Byerlee JD (1966) Stick-slip as a mechanism for earthquakes. Science 153:990–992CrossRef Brace WF, Byerlee JD (1966) Stick-slip as a mechanism for earthquakes. Science 153:990–992CrossRef
Zurück zum Zitat Bridgman PW (1936) Shearing phenomena at high pressure of possible importance to geology. J Geol 44:653–669CrossRef Bridgman PW (1936) Shearing phenomena at high pressure of possible importance to geology. J Geol 44:653–669CrossRef
Zurück zum Zitat Bruce IG, Cruden DM, Eaton TM (1989) Use of a tilting table to determine the basic friction angle of hard rock samples. Can Geotech J 26:474–479CrossRef Bruce IG, Cruden DM, Eaton TM (1989) Use of a tilting table to determine the basic friction angle of hard rock samples. Can Geotech J 26:474–479CrossRef
Zurück zum Zitat Byerlee JD (1967) Frictional characteristics of granite under high confining pressure. J Geophys Res 72(14):3639–3648CrossRef Byerlee JD (1967) Frictional characteristics of granite under high confining pressure. J Geophys Res 72(14):3639–3648CrossRef
Zurück zum Zitat Coulson JH (1970) The effects of surface roughness on the shear strengths of joints in rock. Ph.D. thesis, University of Illinois, p 239 Coulson JH (1970) The effects of surface roughness on the shear strengths of joints in rock. Ph.D. thesis, University of Illinois, p 239
Zurück zum Zitat Coulson JH (1972) Shear strength of flat surfaces in rock. In: Cording EJ (ed) 13th Symp rock mech, Am Soc Civil Eng, Urbana, pp 77–105 Coulson JH (1972) Shear strength of flat surfaces in rock. In: Cording EJ (ed) 13th Symp rock mech, Am Soc Civil Eng, Urbana, pp 77–105
Zurück zum Zitat Cruden DM, Hu XQ (1988) Basic friction angles of carbonate rocks from Kananaskis county, Canada. Bull Int Assoc Eng Geol 38(1):55–59CrossRef Cruden DM, Hu XQ (1988) Basic friction angles of carbonate rocks from Kananaskis county, Canada. Bull Int Assoc Eng Geol 38(1):55–59CrossRef
Zurück zum Zitat Dehler W, Labuz JF (2007) Stress path testing of an anisotropic sandstone. J Geotech Geoenviron Eng 133(1):157–164CrossRef Dehler W, Labuz JF (2007) Stress path testing of an anisotropic sandstone. J Geotech Geoenviron Eng 133(1):157–164CrossRef
Zurück zum Zitat Goldstein M, Goosev B, Pyrogovsky N, Tulinov R, Turovskaya A (1966) Investigation of mechanical properties of cracked rock. In: Proc of 1st ISRM congress, Lisbon, pp 521–524 Goldstein M, Goosev B, Pyrogovsky N, Tulinov R, Turovskaya A (1966) Investigation of mechanical properties of cracked rock. In: Proc of 1st ISRM congress, Lisbon, pp 521–524
Zurück zum Zitat González J, González-Pastoriza N, Castro U, Alejano LR, Muralha J (2014) Considerations on the laboratory estimate of the basic friction angle of rock joints. In: Alejano R, Perucho A, Olalla C, Jimenez R (eds) Rock eng and rock mech: structures in and on rock masses (EUROCK 2014), ISRM Eu Reg Symp, Vigo, pp 199–204 González J, González-Pastoriza N, Castro U, Alejano LR, Muralha J (2014) Considerations on the laboratory estimate of the basic friction angle of rock joints. In: Alejano R, Perucho A, Olalla C, Jimenez R (eds) Rock eng and rock mech: structures in and on rock masses (EUROCK 2014), ISRM Eu Reg Symp, Vigo, pp 199–204
Zurück zum Zitat Grasselli G, Egger P (2003) Constitutive law for the shear strength of rock joints based on three-dimensional surface parameters. Int J Rock Mech Min Sci 40(1):25–40CrossRef Grasselli G, Egger P (2003) Constitutive law for the shear strength of rock joints based on three-dimensional surface parameters. Int J Rock Mech Min Sci 40(1):25–40CrossRef
Zurück zum Zitat Grasselli G, Wirth J, Egger P (2002) Quantitative three-dimensional description of a rough surface and parameter evolution with shearing. Int J Rock Mech Min Sci 39(6):789–800CrossRef Grasselli G, Wirth J, Egger P (2002) Quantitative three-dimensional description of a rough surface and parameter evolution with shearing. Int J Rock Mech Min Sci 39(6):789–800CrossRef
Zurück zum Zitat Hencher SR (1976) A simple sliding apparatus for the measurement of rock friction. Discussion, Géotechnique 26(4):641–644CrossRef Hencher SR (1976) A simple sliding apparatus for the measurement of rock friction. Discussion, Géotechnique 26(4):641–644CrossRef
Zurück zum Zitat Hencher SR (2012) Discussion of Alejano, González and Muralha. Rock Mech Rock Eng 45:1137–1139CrossRef Hencher SR (2012) Discussion of Alejano, González and Muralha. Rock Mech Rock Eng 45:1137–1139CrossRef
Zurück zum Zitat Horn HM, Deere DU (1962) Frictional characteristics of minerals. Géotechnique 12:319–335CrossRef Horn HM, Deere DU (1962) Frictional characteristics of minerals. Géotechnique 12:319–335CrossRef
Zurück zum Zitat Jaeger JC (1959) The frictional properties of joints in rock. Geofisica Pura e Applicate 43(1):148–158CrossRef Jaeger JC (1959) The frictional properties of joints in rock. Geofisica Pura e Applicate 43(1):148–158CrossRef
Zurück zum Zitat Jang HS, Jang BA (2015) New method for shear strength determination of unfilled, unweathered rock joint. Rock Mech Rock Eng 48(4):1515–1534CrossRef Jang HS, Jang BA (2015) New method for shear strength determination of unfilled, unweathered rock joint. Rock Mech Rock Eng 48(4):1515–1534CrossRef
Zurück zum Zitat Jang BA, Kim TH, Jang HS (2010) Characterization of the three dimensional roughness of rock joints and proposal of a modified shear strength criterion. J Eng Geol 20(3):319–327 (in Korean with English abstract) Jang BA, Kim TH, Jang HS (2010) Characterization of the three dimensional roughness of rock joints and proposal of a modified shear strength criterion. J Eng Geol 20(3):319–327 (in Korean with English abstract)
Zurück zum Zitat Krsmanovic D (1967) Initial and residual shear strength of hard rock. Geotechnique 17(2):145–160CrossRef Krsmanovic D (1967) Initial and residual shear strength of hard rock. Geotechnique 17(2):145–160CrossRef
Zurück zum Zitat Krsmanovic D, Langof Z (1964) Large scale laboratory tests of the shear strength of rocky material. In: Grundfragen auf dem Gebiete der Geomechanik/Principles in the Field of Geomechanics, Springer Berlin Heidelberg, pp 2–30 Krsmanovic D, Langof Z (1964) Large scale laboratory tests of the shear strength of rocky material. In: Grundfragen auf dem Gebiete der Geomechanik/Principles in the Field of Geomechanics, Springer Berlin Heidelberg, pp 2–30
Zurück zum Zitat Kulatilake PHSW, Shou G, Huang TH, Morgan RM (1995) New peak shear strength criteria for anisotropic rock joints. Int J Rock Mech Min Sci Geomech Abs 32(7):673–697CrossRef Kulatilake PHSW, Shou G, Huang TH, Morgan RM (1995) New peak shear strength criteria for anisotropic rock joints. Int J Rock Mech Min Sci Geomech Abs 32(7):673–697CrossRef
Zurück zum Zitat Ladanyi B, Archambault G (1969) Simulation of shear behaviour of a jointed rock mass. In: Proc 11th US symp on rock mech, Berkeley, ARMA-69-0105 Ladanyi B, Archambault G (1969) Simulation of shear behaviour of a jointed rock mass. In: Proc 11th US symp on rock mech, Berkeley, ARMA-69-0105
Zurück zum Zitat Lane KS, Heck WJ (1964) Triaxial testing for strength of rock joints. In: Proc 6th US symp on rock mech, Rolla, ARMA-64-098 Lane KS, Heck WJ (1964) Triaxial testing for strength of rock joints. In: Proc 6th US symp on rock mech, Rolla, ARMA-64-098
Zurück zum Zitat Lee SB, Chang CD (2015) Laboratory experimental study on fracture shear-activation induced by carbon dioxide injection. J Geol Soc 51(3):281–288 (in Korean with English abstract) Lee SB, Chang CD (2015) Laboratory experimental study on fracture shear-activation induced by carbon dioxide injection. J Geol Soc 51(3):281–288 (in Korean with English abstract)
Zurück zum Zitat Lee BH, Lee SJ, Choi SO (2014) A study on the relationship between basic frictional angle and mineral composition of granite sample. Tunn Under Space 24(1):32–45 (in Korean with English abstract) CrossRef Lee BH, Lee SJ, Choi SO (2014) A study on the relationship between basic frictional angle and mineral composition of granite sample. Tunn Under Space 24(1):32–45 (in Korean with English abstract) CrossRef
Zurück zum Zitat Maksimovic M (1992) New description of shear strength for rock joints. Rock Mech Rock Eng 25(4):275–284CrossRef Maksimovic M (1992) New description of shear strength for rock joints. Rock Mech Rock Eng 25(4):275–284CrossRef
Zurück zum Zitat Muralha J (1995) Probabilistic approach of the mechanical behaviour of rock discontinuities. Ph.D. thesis, Instituto Superior Técnico, Lisbon (in Portuguese) Muralha J (1995) Probabilistic approach of the mechanical behaviour of rock discontinuities. Ph.D. thesis, Instituto Superior Técnico, Lisbon (in Portuguese)
Zurück zum Zitat Newland PL, Allely BH (1957) Volume changes in drained triaxial tests on granular materials. Geotechnique 7(1):17–34CrossRef Newland PL, Allely BH (1957) Volume changes in drained triaxial tests on granular materials. Geotechnique 7(1):17–34CrossRef
Zurück zum Zitat Papaliangas TT, Hencher SR, Lumsden AC (1995) A comprehensive peak shear strength criterion for rock joints. In: Proc 18th int cong rock mech, Tokyo, Japan, vol 1, pp 359–366 Papaliangas TT, Hencher SR, Lumsden AC (1995) A comprehensive peak shear strength criterion for rock joints. In: Proc 18th int cong rock mech, Tokyo, Japan, vol 1, pp 359–366
Zurück zum Zitat Park JW, Song JJ (2013) Numerical method for the determination of contact areas of a rock joint under normal and shear loads. Int J Rock Mech Min Sci 58:8–22 Park JW, Song JJ (2013) Numerical method for the determination of contact areas of a rock joint under normal and shear loads. Int J Rock Mech Min Sci 58:8–22
Zurück zum Zitat Patton FD (1966) Multiple modes of shear failure in rock and related material. Ph.D. thesis, University of Illinois, p 282 Patton FD (1966) Multiple modes of shear failure in rock and related material. Ph.D. thesis, University of Illinois, p 282
Zurück zum Zitat Reeves MJ (1985) Rock surface roughness and frictional strength. Int J Rock Mech Min Sci 22(6):429–442CrossRef Reeves MJ (1985) Rock surface roughness and frictional strength. Int J Rock Mech Min Sci 22(6):429–442CrossRef
Zurück zum Zitat Ruiz J, Li C (2014) Measurement of the basic friction angle of rock by three different tilt test methods. In: Alejano R, Perucho A, Olalla C, Jimenez R (eds) Rock eng and rock mech: structures in and on rock masses (EUROCK 2014), ISRM EU reg symp, Vigo, pp 261–266 Ruiz J, Li C (2014) Measurement of the basic friction angle of rock by three different tilt test methods. In: Alejano R, Perucho A, Olalla C, Jimenez R (eds) Rock eng and rock mech: structures in and on rock masses (EUROCK 2014), ISRM EU reg symp, Vigo, pp 261–266
Zurück zum Zitat Stimpson B (1981) A suggested technique for determining the basic friction angle of rock surface using core. Int J Rock Mech Min Sci Geomech Abst 18(1):63–65CrossRef Stimpson B (1981) A suggested technique for determining the basic friction angle of rock surface using core. Int J Rock Mech Min Sci Geomech Abst 18(1):63–65CrossRef
Zurück zum Zitat Wines DR, Lilly PA (2003) Estimates of rock joint shear strength in part of the Fimiston open pit operation in Western Australia. Int J Rock Mech Min Sci 40(6):929–937CrossRef Wines DR, Lilly PA (2003) Estimates of rock joint shear strength in part of the Fimiston open pit operation in Western Australia. Int J Rock Mech Min Sci 40(6):929–937CrossRef
Zurück zum Zitat Yang ZY, Chiang DY (2000) An experimental study on the progressive shear behavior of rock joints with tooth-shaped asperities. Int J Rock Mech Min Sci 37(8):1247–1259CrossRef Yang ZY, Chiang DY (2000) An experimental study on the progressive shear behavior of rock joints with tooth-shaped asperities. Int J Rock Mech Min Sci 37(8):1247–1259CrossRef
Metadaten
Titel
Determination of the Basic Friction Angle of Rock Surfaces by Tilt Tests
verfasst von
Hyun-Sic Jang
Qing-Zhao Zhang
Seong-Seung Kang
Bo-An Jang
Publikationsdatum
28.12.2017
Verlag
Springer Vienna
Erschienen in
Rock Mechanics and Rock Engineering / Ausgabe 4/2018
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-017-1388-7

Weitere Artikel der Ausgabe 4/2018

Rock Mechanics and Rock Engineering 4/2018 Zur Ausgabe