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References
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. 41:3â€19. Crossref |
||||
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.720â€725. Crossref |
||||
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. Crossref |
||||
Jiao Y, Hudson JA (1998). Identifying the critical mechanisms for rock engineering design. Geotechnique 48:319-335. Crossref |
||||
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. Crossref |
||||
Martin CD, Kaiser PK, McCreath DR (1999). Hoekâ€Brown parameters for predicting the depth of brittle failure around tunnels. Can. Geotechn. J. 36(1):136â€151. Crossref |
||||
Mazzoccola DF, Hudson JA (1996). A Comprehensive method of rock mass characterization for indicating natural Slope instability. Q. J. Engineer. Geol. 29:37â€56. Crossref |
||||
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. 22:363â€376. Crossref |
||||
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. Crossref |
||||
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. Crossref |
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