Log in

Estimating the joint roughness coefficient of discontinuities found in metamorphic rocks

  • Original Paper
  • Published:
Bulletin of Engineering Geology and the Environment Aims and scope Submit manuscript

Abstract

The paper presents the results of different methods of determining the roughness of joints in quartzites, metagreywackes and phyllites obtained from road cuts in central Portugal. The evaluation of the joint roughness coefficient (JRC) was carried out using graphical and analytical procedures. Differences were found between the JRC graphic and the JRC calculated, depending on the method used. The JRC calculated values obtained by the tilt tests and the Schmidt rebound hammer tests were compared to the JRC calculated values established from the rock joint shear tests. It is concluded that if JRC is to be used, it is essential to specify how it was established.

Résumé

Cet article présente les résultats de différentes méthodes de déterminer la rugosité des discontinuités trouvées dans des quartzites, métagrauwackes et schistes obtenus dans des talus des routes au centre de Portugal. L’évaluation du Coefficient de Rugosité du Joint Joint Roughness Coefficient (JRC) a été réalisée à travers des procédures analytiques et graphiques. Des différences entre le JRC graphique et le JRC calculé sont trouvées selon les méthodes employées. Les valeurs du JRC obtenues par les essais d’inclinaison (tilt tests) et les essais de dureté par marteau de Schmidt ont été comparées aux valeurs du JRC calculées à partir des essais de cisaillement des discontinuités. On conclu qu’il est fondamental d’indiquer comment le JRC a été établit.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Subscribe and save

Springer+ Basic
EUR 32.99 /Month
  • Get 10 units per month
  • Download Article/Chapter or Ebook
  • 1 Unit = 1 Article or 1 Chapter
  • Cancel anytime
Subscribe now

Buy Now

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16
Fig. 17

Similar content being viewed by others

References

  • Barton NR, Bandis SC (1990) Review of predictive capabilities of JRC–JCS model in engineering practice. In: Proceedings of the international conference on rock joints. Proc Int Conf Rock Joints 603–610

  • Barton NR, Choubey V (1977) The shear strength of rock joints in theory and practice. Rock Mech 10:1–54

    Article  Google Scholar 

  • Hack R (1998) Slope stability probability classification. In: ITC, International Institute for Geo-Information and Earth Sciences. Enschede, The Netherlands, 258 pp

  • Hack R, Price D, Rengers N (2003) A new approach of rock slope stability—a probability classification (SSPC). Bull Eng Geol Environ 62:167–184

    Google Scholar 

  • Hoek E (2007) Practical rock engineering. Course notes, Hoek Corner. http://www.rocscience.com

  • International Society for Rock Mechanics—Turkish National Group (ISRM-TNG) (2007) The complete ISRM suggested methods for rock characterization, testing and monitoring: 1974–2006. In: Ulusay R, Hudson JA (eds) Ankara, Turkey, pp 165–173

  • Serviços Geológicos de Portugal (SGP) (1992) Carta geológica de Portugal—escala 1:500 000. Lisboa, Portugal

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Pedro Santarém Andrade.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Andrade, P.S., Saraiva, A.A. Estimating the joint roughness coefficient of discontinuities found in metamorphic rocks. Bull Eng Geol Environ 67, 425–434 (2008). https://doi.org/10.1007/s10064-008-0151-4

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10064-008-0151-4

Keywords

Mots clés

Navigation