Skip to main content

2013 | OriginalPaper | Buchkapitel

Quantitative Evaluation of Roughness with a 2D Digital Instrument

verfasst von : Fabrizio Mazza, Davide Brambilla, Laura Longoni, Paolo Mazzoleni, Monica Papini, Emanuele Zappa

Erschienen in: Landslide Science and Practice

Verlag: Springer Berlin Heidelberg

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

search-config
loading …

Abstract

Roughness of discontinuities, when clean and unfilled, has a significant impact on rock joint mechanical behaviour and, as a consequence, of rock masses. The need to solve ambitious rock mechanics problems encouraged research to study shear mechanism acting at the joint level and to produce sound models to reproduce it. In this framework, roughness measurement allows to gather information about shear strength of rock joints at an acceptable cost.
A brief summary of published approaches and parameters for quantitative roughness evaluation is presented. Then, measures taken on rock samples extracted in a test site placed in the nearby of Esino Lario, 60 km north of Milan, are shown and discussed. The device used on-site to obtain digital replicas of profiles is a laser-camera profilometer, developed in the Department of Mechanical Engineering of the Politecnico di Milano. This device, combining a digital camera and a laser source, uses the principle of laser triangulation to extract a maximum of 746 points/profile. Numerical coordinates obtained by rock joint profiles are submitted to a Matlab® script which computes geometric parameters.
Statistical analysis of gathered data was used to define a minimum number of measures that have to be used to determine roughness of a joint set.

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!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literatur
Zurück zum Zitat Barton N (1973) Review of a new shear-strength criterion for rock joints. Eng Geol 7(4):287–332CrossRef Barton N (1973) Review of a new shear-strength criterion for rock joints. Eng Geol 7(4):287–332CrossRef
Zurück zum Zitat Barton N, Choubey V (1978) The shear strength of rock joints in theory and practice. Rock Mech Felsmechanik Mécanique des Roches 10(1–2):1–54 Barton N, Choubey V (1978) The shear strength of rock joints in theory and practice. Rock Mech Felsmechanik Mécanique des Roches 10(1–2):1–54
Zurück zum Zitat Beer AJ, Stead D, Coggan JS (2002) Estimation of the Joint Roughness Coefficient (JRC) by visual comparison. Rock Mech Rock Eng 35(1):65–74CrossRef Beer AJ, Stead D, Coggan JS (2002) Estimation of the Joint Roughness Coefficient (JRC) by visual comparison. Rock Mech Rock Eng 35(1):65–74CrossRef
Zurück zum Zitat Grasselli G (2006) Manuel Rocha medal recipient shear strength of rock joints based on quantified surface description. Rock Mech Rock Eng 39(4):295–314CrossRef Grasselli G (2006) Manuel Rocha medal recipient shear strength of rock joints based on quantified surface description. Rock Mech Rock Eng 39(4):295–314CrossRef
Zurück zum Zitat Hoad K (2010) Automated selection of the number of replications for a discrete-event simulation. J Operat Res Soc 61(11):1632–1644CrossRef Hoad K (2010) Automated selection of the number of replications for a discrete-event simulation. J Operat Res Soc 61(11):1632–1644CrossRef
Zurück zum Zitat Hong E, Lee J, Lee I (2008) Underestimation of roughness in rough rock joints. Int J Numer Anal Methods Geomech 32(11):1385–1403CrossRef Hong E, Lee J, Lee I (2008) Underestimation of roughness in rough rock joints. Int J Numer Anal Methods Geomech 32(11):1385–1403CrossRef
Zurück zum Zitat ISRM Commission on Standardization of Laboratory and Field Tests (1978) Suggested methods for the quantitative description of discontinuities in rock masses. Int J Rock Mech Min Sci & Geomech Abstr 15(6):319–368CrossRef ISRM Commission on Standardization of Laboratory and Field Tests (1978) Suggested methods for the quantitative description of discontinuities in rock masses. Int J Rock Mech Min Sci & Geomech Abstr 15(6):319–368CrossRef
Zurück zum Zitat Kulatilake PHSW, Balasingam P, Park J, Morgan R (2006) Natural rock joint roughness quantification through fractal techniques. Geotech Geol Eng 24(5):1181–1202CrossRef Kulatilake PHSW, Balasingam P, Park J, Morgan R (2006) Natural rock joint roughness quantification through fractal techniques. Geotech Geol Eng 24(5):1181–1202CrossRef
Zurück zum Zitat Lanaro F, Stephansson O (2003) A unified model for characterisation and mechanical behaviour of rock fractures. Pure Appl Geophys 160(5–6):989–998CrossRef Lanaro F, Stephansson O (2003) A unified model for characterisation and mechanical behaviour of rock fractures. Pure Appl Geophys 160(5–6):989–998CrossRef
Zurück zum Zitat Lopez P, Riss J, Archambault G (2003) An experimental method to link morphological properties of rock fracture surfaces to their mechanical properties. Int J Rock Mech Min Sci 40(6):947–954CrossRef Lopez P, Riss J, Archambault G (2003) An experimental method to link morphological properties of rock fracture surfaces to their mechanical properties. Int J Rock Mech Min Sci 40(6):947–954CrossRef
Zurück zum Zitat Malavasi S, Blois G (2007) Influence of the free surface on the flow pattern around a rectangular cylinder. In: 9th international symposium on fluid control measurement and visualization 2007, FLUCOME 2007, Tallahassee, 17–19 Sept 2007, p 1140 Malavasi S, Blois G (2007) Influence of the free surface on the flow pattern around a rectangular cylinder. In: 9th international symposium on fluid control measurement and visualization 2007, FLUCOME 2007, Tallahassee, 17–19 Sept 2007, p 1140
Zurück zum Zitat Patton FD (1966) Multiple modes of shear failure in rock. In: Proceedings of the 1st congress of international society of rock mechanics, Lisbon, pp 509–513 Patton FD (1966) Multiple modes of shear failure in rock. In: Proceedings of the 1st congress of international society of rock mechanics, Lisbon, pp 509–513
Zurück zum Zitat Tatone BSA, Grasselli G (2010) A new 2D discontinuity roughness parameter and its correlation with JRC. Int J Rock Mech Min Sci 47(8):1391–1400CrossRef Tatone BSA, Grasselli G (2010) A new 2D discontinuity roughness parameter and its correlation with JRC. Int J Rock Mech Min Sci 47(8):1391–1400CrossRef
Zurück zum Zitat Tse R, Cruden DM (1979) Estimating joint roughness coefficients. Int J Rock Mech Min Sci & Geomech Abstr 16(5):303–307CrossRef Tse R, Cruden DM (1979) Estimating joint roughness coefficients. Int J Rock Mech Min Sci & Geomech Abstr 16(5):303–307CrossRef
Metadaten
Titel
Quantitative Evaluation of Roughness with a 2D Digital Instrument
verfasst von
Fabrizio Mazza
Davide Brambilla
Laura Longoni
Paolo Mazzoleni
Monica Papini
Emanuele Zappa
Copyright-Jahr
2013
Verlag
Springer Berlin Heidelberg
DOI
https://doi.org/10.1007/978-3-642-31310-3_27