Journal of
Geology and Mining Research

  • Abbreviation: J. Geol. Min. Res.
  • Language: English
  • ISSN: 2006-9766
  • DOI: 10.5897/JGMR
  • Start Year: 2009
  • Published Articles: 172

Full Length Research Paper

Development rock behavior index around underground space using a rock engineering system

Ramin Rafiee
  • Ramin Rafiee
  • University of Tehran, Institute of Geophysics Tehran, Iran.
  • Google Scholar

  •  Received: 23 June 2014
  •  Accepted: 23 July 2014
  •  Published: 31 July 2014


Bieniawski ZT (1984). Rock mechanics design in mining and tunneling. A.A. Balkema, Rotterdam, P.272
Bieniawski ZT (1989). Engineering rock mass classifications. John Wiley & Sons, New York. P.251
Cai M, Kaiser PK, Uno H, Tasaka Y, Minami M (2004). Estimation of rock mass deformation modulus and strength of jointed hard rock masses using the GSI system. Int. J. Rock Mech. Min. Sci. 41:3‐19.

Ghafoori M, Lashkaripour GR, Sadeghi H, Tarigh AS (2006). Comparison of predicted and actual behaviour and engineering geological characterization of the Kallat tunnel, Iran. J. Math. P.809


Goricki A, Schubert W, Riedmueller G (2004). New developments for the design and construction of tunnels in complex rock masses. Int. J. Rock Mech. Min. Sci. Pp.720‐725.
Hoek E, Brown T (1980). Underground excavations in rock. Institut. Min. Metall. London. P.527.

Hoek E, Kaiser PK, Bawden WF (1995). Support of underground excavations in hard rock. Taylor & Francis.

Hudson JA (1992). Rock engineering systems: theory and practice. Chichester: Ellis Horwood. P.185.
Hudson JA, Harrison JP (1992). A New Approach to studying complete rock engineering. Q. J. Engineer. Geol. Hydrogeol. 25(2):93-105.
Jiao Y, Hudson JA (1995). The fully-coupled model for rock engineering systems. Int. J. Rock Mech. Min. Sci. 32(5):491-512.
Jiao Y, Hudson JA (1998). Identifying the critical mechanisms for rock engineering design. Geotechnique 48:319-335.
Kaiser PK, Diederichs MS, Martin CD, Sharp J, Steiner W (2000). Underground works in hard rock tunneling and mining. International conference on geotechnical and geological engineering, Melbourne, Technomic publishers, Lancaster.
Kelin S (2001). An approach to the classification of weak rock for tunnel project. In Proceedings of the rapid excavation and tunneling conference. Pp.793-806.
Kim MK, Yoo YI, Song JJ (2008). Methodology to quantify rock behavior around shallow tunnels by rock engineering systems. Geosyst. Engineer. 11(2):37-42.
Martin CD, Kaiser PK, Christiansson R (2003). "Stress, instability and design of underground excavations". Int. J. Rock Mech. Min. Sci. 40(7):1027-1047.
Martin CD, Kaiser PK, McCreath DR (1999). Hoek‐Brown parameters for predicting the depth of brittle failure around tunnels. Can. Geotechn. J. 36(1):136‐151.
Mazzoccola DF, Hudson JA (1996). A Comprehensive method of rock mass characterization for indicating natural Slope instability. Q. J. Engineer. Geol. 29:37‐56.
Nuijten GA (1997). Rock behavior near the tunnel face. Master Thesis, Stockholm University.
Palmstrom A, Stille H (2007). Ground behavior and rock engineering tools for underground excavations, Tunnell. Underground Space Technol. 22:363‐376.
Schubert W, Goricki A (2004). Probabilistic assessment of rock mass behaviour as basis for stability analyses of tunnels. In: Proceedings of the Rock Mechanics Meeting, Stockholm, Sweden, March 2004, pp. 1–20 (Published by SvBeFo, Swedish Rock Engineering Research).
Stille H, Palmstrom A (2003). Classification as a tool in rock engineering. Underground Space Technol. 18(4):331-345.
Yoo YI, Song JJ (2008). Methodology to quantify rock behavior around shallow tunnel by Analytic Hierarchy Process and Fuzzy Delphi method. Geosyst. Engineer. 11(2):29-35.
Zare NM, Jimenez R, KhaloKakaie R, Jalali SME (2013). A new open-pit mine slope instability index defined using the improved rock engineering systems approach. Int. J. Rock Mech. Min. Sci. 1-14.