Skip to main content
Erschienen in: Rock Mechanics and Rock Engineering 3/2015

01.05.2015 | Original Paper

Assessing the Shear Strength of Rock Discontinuities at Laboratory and Field Scales

verfasst von: S. R. Hencher, L. R. Richards

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 3/2015

Einloggen

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

search-config
loading …

Abstract

This paper sets out an approach to assessing shear strength of rock joints at project scale based on measurement and analysis rather than empiricism. The role of direct shear testing in this process is discussed in detail and the need for dilation measurement and correction emphasised. Dilation-corrected basic friction angles are presented for various rock types. The characterisation of first and second order roughness features and their contribution to shear strength at project scale are discussed with reference to possible scale effects. The paper is illustrated by a case example of a spillway slope for a dam in the Himalayas.

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, Javier G, Muralha J (2012) Comparison of different techniques of tilt testing and basic friction angle variability assessment. Rock Mech Rock Eng 45:1023–1035CrossRef Alejano LR, Javier G, Muralha J (2012) Comparison of different techniques of tilt testing and basic friction angle variability assessment. Rock Mech Rock Eng 45:1023–1035CrossRef
Zurück zum Zitat Amontons G (1699) De la résistance causée dans les machines. Memoires de l’Academie Royale A, 257–282 Amontons G (1699) De la résistance causée dans les machines. Memoires de l’Academie Royale A, 257–282
Zurück zum Zitat Archambault G, Verreault N, Riss J, Gentier S (1999) Revisiting Fecker–Renger–Barton’s methods to characterize joint shear dilatancy. In: Amadei, Kranz, Scott, Smeallie (eds) Rock mechanics for industry. Balkema, Rotterdam, pp 423–430 Archambault G, Verreault N, Riss J, Gentier S (1999) Revisiting Fecker–Renger–Barton’s methods to characterize joint shear dilatancy. In: Amadei, Kranz, Scott, Smeallie (eds) Rock mechanics for industry. Balkema, Rotterdam, pp 423–430
Zurück zum Zitat Archard JF (1958) Elastic deformation and the laws of friction. Proc R Soc Sect A 243:190–205CrossRef Archard JF (1958) Elastic deformation and the laws of friction. Proc R Soc Sect A 243:190–205CrossRef
Zurück zum Zitat Archard JF (1974) Surface topography and tribology. Tribology 7:213–220CrossRef Archard JF (1974) Surface topography and tribology. Tribology 7:213–220CrossRef
Zurück zum Zitat ASTM (2008a) Standard guides for using rock-mass classification systems for engineering purposes. American Society for Testing Materials. ASTM D 5878-08, p 30 ASTM (2008a) Standard guides for using rock-mass classification systems for engineering purposes. American Society for Testing Materials. ASTM D 5878-08, p 30
Zurück zum Zitat ASTM (2008b) Standard test method for performing laboratory direct shear tests of rock specimens under constant normal force. ASTM International, West Conshohocken, p 12 ASTM (2008b) Standard test method for performing laboratory direct shear tests of rock specimens under constant normal force. ASTM International, West Conshohocken, p 12
Zurück zum Zitat Attewell PB (1993) The role of engineering geology in the design of surface and underground structures. In: Brown ET (ed) Comprehensive rock engineering, vol 1, Fundamentals, pp 111–154 Attewell PB (1993) The role of engineering geology in the design of surface and underground structures. In: Brown ET (ed) Comprehensive rock engineering, vol 1, Fundamentals, pp 111–154
Zurück zum Zitat Bandis S (1980) Experimental studies of scale effects on shear strength, and deformation of rock joints. Unpublished PhD thesis, the University of Leeds, 385p plus appendices Bandis S (1980) Experimental studies of scale effects on shear strength, and deformation of rock joints. Unpublished PhD thesis, the University of Leeds, 385p plus appendices
Zurück zum Zitat Bandis S, Lumsden AC, Barton NR (1981) Scale effects on the shear behavior of rock joints. Int J Rock Mech Min Sci Geomech Abstr 18:1–21CrossRef Bandis S, Lumsden AC, Barton NR (1981) Scale effects on the shear behavior of rock joints. Int J Rock Mech Min Sci Geomech Abstr 18:1–21CrossRef
Zurück zum Zitat Barla G, Robotti F, Vai L (2011) Revisiting large size direct shear testing of rock mass foundations. In: Pina C, Portela E, Gomes J (eds) 6th international conference on dam engineering, Lisbon, Portugal. LNEC, Lisbon, p 10 Barla G, Robotti F, Vai L (2011) Revisiting large size direct shear testing of rock mass foundations. In: Pina C, Portela E, Gomes J (eds) 6th international conference on dam engineering, Lisbon, Portugal. LNEC, Lisbon, p 10
Zurück zum Zitat Barton NR (1982) Shear strength investigations for surface mining. In: Brawner CO (ed) Stability in surface mining, Proceedings 3rd international conference. Vancouver, pp 171–196 Barton NR (1982) Shear strength investigations for surface mining. In: Brawner CO (ed) Stability in surface mining, Proceedings 3rd international conference. Vancouver, pp 171–196
Zurück zum Zitat Barton NR, Choubey V (1977) The shear strength of rock joints in theory and practice. Rock Mech 12(1):1–54CrossRef Barton NR, Choubey V (1977) The shear strength of rock joints in theory and practice. Rock Mech 12(1):1–54CrossRef
Zurück zum Zitat Bowden FP, Tabor D (1956) The friction and lubrication of solids. Methuen’s monographs on physical subjects. Methuen & Co. Ltd, London Bowden FP, Tabor D (1956) The friction and lubrication of solids. Methuen’s monographs on physical subjects. Methuen & Co. Ltd, London
Zurück zum Zitat Brown ET (ed) (1981) Suggested methods for determining shear strength. In: Rock characterisation testing and monitoring, Pergamon Press, Oxford, pp 129–140 Brown ET (ed) (1981) Suggested methods for determining shear strength. In: Rock characterisation testing and monitoring, Pergamon Press, Oxford, pp 129–140
Zurück zum Zitat Coulson JH (1971) Shear strength of flat surfaces in rock. In: Proceedings of the 13th symposium on rock mechanics, Illinois. ASCE 1971, pp 77–105 Coulson JH (1971) Shear strength of flat surfaces in rock. In: Proceedings of the 13th symposium on rock mechanics, Illinois. ASCE 1971, pp 77–105
Zurück zum Zitat Deere DU (1968) Geological considerations. In: Stagg KG, Zienkiewicz OC (eds) Rock mechanics in engineering practice. Wiley, New York, pp 1–20 Deere DU (1968) Geological considerations. In: Stagg KG, Zienkiewicz OC (eds) Rock mechanics in engineering practice. Wiley, New York, pp 1–20
Zurück zum Zitat Engelder JT, Scholtz CH (1976) The role of asperity indentation and ploughing in rock friction––II. Int J Rock Mech Min Sci Geomech Abstr 13:155–163CrossRef Engelder JT, Scholtz CH (1976) The role of asperity indentation and ploughing in rock friction––II. Int J Rock Mech Min Sci Geomech Abstr 13:155–163CrossRef
Zurück zum Zitat Fecker E, Rengers N (1971) Measurement of large scale roughness of rock planes by means of profilograph and geological compass. In: Proceedings symposium on rock fracture, Nancy, France, Paper 1–18 Fecker E, Rengers N (1971) Measurement of large scale roughness of rock planes by means of profilograph and geological compass. In: Proceedings symposium on rock fracture, Nancy, France, Paper 1–18
Zurück zum Zitat Fookes PG (1997) Geology for engineers: the geological model, prediction and performance. Q J Eng Geol 30:293–431CrossRef Fookes PG (1997) Geology for engineers: the geological model, prediction and performance. Q J Eng Geol 30:293–431CrossRef
Zurück zum Zitat Goodman RE (1995) Block theory and its application. Géotechnique 45(3):383–423CrossRef Goodman RE (1995) Block theory and its application. Géotechnique 45(3):383–423CrossRef
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 40:25–40CrossRef 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 40:25–40CrossRef
Zurück zum Zitat Hencher SR (1976) A simple sliding apparatus for the measurement of rock friction. Géotechnique 26(4):641–644CrossRef Hencher SR (1976) A simple sliding apparatus for the measurement of rock friction. Géotechnique 26(4):641–644CrossRef
Zurück zum Zitat Hencher SR (1977) The effect of vibration on the friction between planar rock surfaces. Unpublished Ph.D. thesis, Imperial College of Science & Technology, the University of London Hencher SR (1977) The effect of vibration on the friction between planar rock surfaces. Unpublished Ph.D. thesis, Imperial College of Science & Technology, the University of London
Zurück zum Zitat Hencher SR (1981) Report on slope failure at Yip Kan Street, Aberdeen, on 12th July, 1981. Geotechnical Control Office Report No. GCO 16/81, Hong Kong Government, p 26 plus 3 Appendices (unpublished) Hencher SR (1981) Report on slope failure at Yip Kan Street, Aberdeen, on 12th July, 1981. Geotechnical Control Office Report No. GCO 16/81, Hong Kong Government, p 26 plus 3 Appendices (unpublished)
Zurück zum Zitat Hencher SR (1984) Three direct shear tests on volcanic rock joints. Geotechnical Control Office Information Note, IN 5/84, Hong Kong Government, p 33 (unpublished) Hencher SR (1984) Three direct shear tests on volcanic rock joints. Geotechnical Control Office Information Note, IN 5/84, Hong Kong Government, p 33 (unpublished)
Zurück zum Zitat Hencher SR (1987) The implications of joints and structures for slope stability. In: Anderson MG, Richards KS (eds) Slope stability––geotechnical engineering and geomorphology. Wiley, UK, pp 145–186 Hencher SR (1987) The implications of joints and structures for slope stability. In: Anderson MG, Richards KS (eds) Slope stability––geotechnical engineering and geomorphology. Wiley, UK, pp 145–186
Zurück zum Zitat Hencher SR (2012a) Discussion of comparison of different techniques of tilt testing and basic friction angle variability assessment by Alejano, Gonzalez and Muralha. Rock Mech Rock Eng 45:1137–1139CrossRef Hencher SR (2012a) Discussion of comparison of different techniques of tilt testing and basic friction angle variability assessment by Alejano, Gonzalez and Muralha. Rock Mech Rock Eng 45:1137–1139CrossRef
Zurück zum Zitat Hencher SR (2012b) Practical engineering geology. Spon Press, London, New York, p 450 Hencher SR (2012b) Practical engineering geology. Spon Press, London, New York, p 450
Zurück zum Zitat Hencher SR (2014) Characterizing discontinuities in naturally fractured outcrop analogues and rock core: the need to consider fracture development over geological time. In: Advances in the study of fractured reservoirs. Geological Society of London Special Publication, Advances in the Study of Fractured Reservoirs, vol 374, pp 113–123. doi:10.1144/SP374.15 Hencher SR (2014) Characterizing discontinuities in naturally fractured outcrop analogues and rock core: the need to consider fracture development over geological time. In: Advances in the study of fractured reservoirs. Geological Society of London Special Publication, Advances in the Study of Fractured Reservoirs, vol 374, pp 113–123.  doi:10.​1144/​SP374.​15
Zurück zum Zitat Hencher SR, Richards LR (1982) The basic frictional resistance of sheeting joints in Hong Kong granite. Hong Kong Eng 11(2):21–25 Hencher SR, Richards LR (1982) The basic frictional resistance of sheeting joints in Hong Kong granite. Hong Kong Eng 11(2):21–25
Zurück zum Zitat Hencher SR, Richards LR (1989) Laboratory direct shear testing of rock discontinuities. Ground Eng 22(2):24–31 Hencher SR, Richards LR (1989) Laboratory direct shear testing of rock discontinuities. Ground Eng 22(2):24–31
Zurück zum Zitat Hencher SR, Toy JP, Lumsden AC (1993) Scale dependent shear strength of rock joints. In: Proceedings of the 2nd international workshop on scale effects in rock masses, Lisbon, pp 233–41 Hencher SR, Toy JP, Lumsden AC (1993) Scale dependent shear strength of rock joints. In: Proceedings of the 2nd international workshop on scale effects in rock masses, Lisbon, pp 233–41
Zurück zum Zitat Hencher SR, Lee SG, Carter TG, Richards LR (2011) Sheeting joints—characterisation, shear strength and engineering. Rock Mech Rock Eng 44:1–22CrossRef Hencher SR, Lee SG, Carter TG, Richards LR (2011) Sheeting joints—characterisation, shear strength and engineering. Rock Mech Rock Eng 44:1–22CrossRef
Zurück zum Zitat Hoek E, Bray J (1981) Rock slope engineering. Institution of Mining and Metallurgy, London, p 358 Hoek E, Bray J (1981) Rock slope engineering. Institution of Mining and Metallurgy, London, p 358
Zurück zum Zitat Hudson JA, Harrison JP (1997) Engineering rock mechanics. Pergamon, Oxford, p 444 Hudson JA, Harrison JP (1997) Engineering rock mechanics. Pergamon, Oxford, p 444
Zurück zum Zitat International Society for Rock Mechanics (1978) Suggested methods for the quantitative description of discontinuities in rock masses. Int J Rock Mech Min Sci Geomech Abstr 15:319–368CrossRef International Society for Rock Mechanics (1978) Suggested methods for the quantitative description of discontinuities in rock masses. Int J Rock Mech Min Sci Geomech Abstr 15:319–368CrossRef
Zurück zum Zitat Kulatilake PHSW, Um J, Panda BB, Nghiem N (1999) Development of new peak shear strength criterion for anisotropic rock joints. J Eng Mech 125:1010–1017CrossRef Kulatilake PHSW, Um J, Panda BB, Nghiem N (1999) Development of new peak shear strength criterion for anisotropic rock joints. J Eng Mech 125:1010–1017CrossRef
Zurück zum Zitat Kveldsvik V, Nilsen B, Einstein HH, Nadim F (2008) Alternative approaches for analyses of a 100,000 m3 rock slide based on Barton–Bandis shear strength criterion. Landslides 5:161–176CrossRef Kveldsvik V, Nilsen B, Einstein HH, Nadim F (2008) Alternative approaches for analyses of a 100,000 m3 rock slide based on Barton–Bandis shear strength criterion. Landslides 5:161–176CrossRef
Zurück zum Zitat Lambe TW, Whitman RV (1979) Soil mechanics. Wiley, New York, p 553 Lambe TW, Whitman RV (1979) Soil mechanics. Wiley, New York, p 553
Zurück zum Zitat Lee SG, Hencher SR (2013) Assessing the stability of a geologically complex slope where strong dykes locally act as reinforcement. Rock Mech Rock Eng 46:1339–1351CrossRef Lee SG, Hencher SR (2013) Assessing the stability of a geologically complex slope where strong dykes locally act as reinforcement. Rock Mech Rock Eng 46:1339–1351CrossRef
Zurück zum Zitat Miller LD, Goldfarb RJ, Gehrais GE, Snee LW (1994) Genetic links among fluid cycling, vein formation, regional deformation and plutonism in the Juneau gold belt, southeastern Alaska. Geology 22:203–206CrossRef Miller LD, Goldfarb RJ, Gehrais GE, Snee LW (1994) Genetic links among fluid cycling, vein formation, regional deformation and plutonism in the Juneau gold belt, southeastern Alaska. Geology 22:203–206CrossRef
Zurück zum Zitat Muralha J, Grasselli G, Tatone B, Blumel M, Chryssanthakis P, Jiang Y-J (2013) ISRM suggested method for laboratory determination of the shear strength of rock joints: revised version. Rock Mech Rock Eng 47:291–302. doi:10.1007/s00603-013-0519-z CrossRef Muralha J, Grasselli G, Tatone B, Blumel M, Chryssanthakis P, Jiang Y-J (2013) ISRM suggested method for laboratory determination of the shear strength of rock joints: revised version. Rock Mech Rock Eng 47:291–302. doi:10.​1007/​s00603-013-0519-z CrossRef
Zurück zum Zitat Nicholson GA (1994) A test is worth a thousand guesses––a paradox. In: Nelson, Laubach (eds) Proceedings of 1st NARMS symposium, pp 523–529 Nicholson GA (1994) A test is worth a thousand guesses––a paradox. In: Nelson, Laubach (eds) Proceedings of 1st NARMS symposium, pp 523–529
Zurück zum Zitat Ohnishi Y, Herda H, Yoshinaka R (1993) Shear strength scale effect and the geometry of single and repeated rock joints. In: Proceedings of the 2nd international workshop on scale effects in rock masses, Lisbon, pp 167–173 Ohnishi Y, Herda H, Yoshinaka R (1993) Shear strength scale effect and the geometry of single and repeated rock joints. In: Proceedings of the 2nd international workshop on scale effects in rock masses, Lisbon, pp 167–173
Zurück zum Zitat Palmström A, Broch E (2006) Use and misuse of rock mass classification systems with particular reference to the Q-system. Tunn Undergr Space Technol 21:575–593CrossRef Palmström A, Broch E (2006) Use and misuse of rock mass classification systems with particular reference to the Q-system. Tunn Undergr Space Technol 21:575–593CrossRef
Zurück zum Zitat Papaliangas TT (1996) Shear behaviour of rock discontinuities and soil–rock interfaces. Unpublished Ph.D. thesis, the University of Leeds Papaliangas TT (1996) Shear behaviour of rock discontinuities and soil–rock interfaces. Unpublished Ph.D. thesis, the University of Leeds
Zurück zum Zitat Papaliangas TT, Hencher SR, Lumsden AC (1994) Scale independent shear strength of rock joints. In: Proceedings ISRM international symposium on integral approach to applied rock mechanics, Santiago, pp 123–134 Papaliangas TT, Hencher SR, Lumsden AC (1994) Scale independent shear strength of rock joints. In: Proceedings ISRM international symposium on integral approach to applied rock mechanics, Santiago, pp 123–134
Zurück zum Zitat Patton FD, Deere DU (1970) Significant geological factors in rock slope stability. In: Proceedings symposium on planning open pit mines. A.A. Balkema, Johannesburg, pp 143–151 Patton FD, Deere DU (1970) Significant geological factors in rock slope stability. In: Proceedings symposium on planning open pit mines. A.A. Balkema, Johannesburg, pp 143–151
Zurück zum Zitat Power CM (1998) Mechanics of modelled rock joints under true stress conditions determined by electrical resistance measurements of contact area. Unpublished Ph.D. thesis, the University of Leeds Power CM (1998) Mechanics of modelled rock joints under true stress conditions determined by electrical resistance measurements of contact area. Unpublished Ph.D. thesis, the University of Leeds
Zurück zum Zitat Power CM, Hencher SR (1996) A new experimental method for the study of real area of contact between joint walls during shear. In: Rock mechanics. Proceedings 2nd North American rock mechanics symposium, Montreal, pp 1217–1222 Power CM, Hencher SR (1996) A new experimental method for the study of real area of contact between joint walls during shear. In: Rock mechanics. Proceedings 2nd North American rock mechanics symposium, Montreal, pp 1217–1222
Zurück zum Zitat Ramsay JG, Huber MI (1987) The techniques of modern structural geology. In: Folds and fractures, vol 2. Academic Press, London, p 700 Ramsay JG, Huber MI (1987) The techniques of modern structural geology. In: Folds and fractures, vol 2. Academic Press, London, p 700
Zurück zum Zitat Read J, Stacey P (2009) Guidelines for open pit slope design. CSIRO Publishing, Australia, p 512 Read J, Stacey P (2009) Guidelines for open pit slope design. CSIRO Publishing, Australia, p 512
Zurück zum Zitat Richards LR, Cowland JW (1982) The effect of surface roughness on the field shear strength of sheeting joints in Hong Kong granite. Hong Kong Eng 10(10):39–43 Richards LR, Cowland JW (1982) The effect of surface roughness on the field shear strength of sheeting joints in Hong Kong granite. Hong Kong Eng 10(10):39–43
Zurück zum Zitat Richards LR, Cowland JW (1986) Stability evaluation of some urban rock slopes in a transient groundwater regime. In: Proceedings conference on rock engineering and excavation in an urban environment, IMM, Hong Kong, pp 357–63 (discussion 501–506) Richards LR, Cowland JW (1986) Stability evaluation of some urban rock slopes in a transient groundwater regime. In: Proceedings conference on rock engineering and excavation in an urban environment, IMM, Hong Kong, pp 357–63 (discussion 501–506)
Zurück zum Zitat Simons N, Menzies B, Mathews M (2001) A short course in soil and rock slope engineering. Thomas Telford, London, p 432 Simons N, Menzies B, Mathews M (2001) A short course in soil and rock slope engineering. Thomas Telford, London, p 432
Zurück zum Zitat Simpson B (1981) A suggested technique for determining the basic friction angle of rock surfaces using core. Int J Rock Mech Min Sci Geomech Abstr 18:63–65CrossRef Simpson B (1981) A suggested technique for determining the basic friction angle of rock surfaces using core. Int J Rock Mech Min Sci Geomech Abstr 18:63–65CrossRef
Zurück zum Zitat Skempton AW (1985) Residual strength of clays in landslides, folded strata and the laboratory. Géotechnique 35(1):3–18CrossRef Skempton AW (1985) Residual strength of clays in landslides, folded strata and the laboratory. Géotechnique 35(1):3–18CrossRef
Zurück zum Zitat Swales MJ (1995) Strength characteristics of potential shear planes in coal measures strata of South Wales. Unpublished Ph.D. thesis, the University of Leeds Swales MJ (1995) Strength characteristics of potential shear planes in coal measures strata of South Wales. Unpublished Ph.D. thesis, the University of Leeds
Zurück zum Zitat Toy JP (1993) An appraisal of the effects of sample size on the shear strength behaviour of rock discontinuities. Unpublished M.Sc. Dissertation, the University of Leeds Toy JP (1993) An appraisal of the effects of sample size on the shear strength behaviour of rock discontinuities. Unpublished M.Sc. Dissertation, the University of Leeds
Zurück zum Zitat USBR (2009) Procedure for determining the angle of basic friction (static) using a tilting table test. United States Bureau of Reclamation USBR 6258-09 USBR (2009) Procedure for determining the angle of basic friction (static) using a tilting table test. United States Bureau of Reclamation USBR 6258-09
Zurück zum Zitat Wentzinger B, Starr D, Fidler S, Nguyen Q, Hencher SR (2013) Stability analyses for a large landslide with complex geology and failure mechanism using numerical modelling. In: Proceedings international symposium on slope stability in open pit mining and civil engineering, Brisbane, Australia, pp 733–746 Wentzinger B, Starr D, Fidler S, Nguyen Q, Hencher SR (2013) Stability analyses for a large landslide with complex geology and failure mechanism using numerical modelling. In: Proceedings international symposium on slope stability in open pit mining and civil engineering, Brisbane, Australia, pp 733–746
Zurück zum Zitat Wyllie DC, Norrish NI (1996) Rock strength properties and their measurement. In: Turner AK, Schuster R (eds) Landslides investigation and mitigation, Special Report 247, pp 372–390 Wyllie DC, Norrish NI (1996) Rock strength properties and their measurement. In: Turner AK, Schuster R (eds) Landslides investigation and mitigation, Special Report 247, pp 372–390
Zurück zum Zitat Zhang L, Einstein HH (2010) The planar shape of rock joints. Rock Mech Rock Eng 43:55–68CrossRef Zhang L, Einstein HH (2010) The planar shape of rock joints. Rock Mech Rock Eng 43:55–68CrossRef
Metadaten
Titel
Assessing the Shear Strength of Rock Discontinuities at Laboratory and Field Scales
verfasst von
S. R. Hencher
L. R. Richards
Publikationsdatum
01.05.2015
Verlag
Springer Vienna
Erschienen in
Rock Mechanics and Rock Engineering / Ausgabe 3/2015
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-014-0633-6

Weitere Artikel der Ausgabe 3/2015

Rock Mechanics and Rock Engineering 3/2015 Zur Ausgabe