Review of Rock-Mass Rating and Tunneling Quality Index Systems for Tunnel Design: Development, Refinement, Application and Limitation
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Jung-Joo Kim | Wahid Ali | Hafeezur Rehman | Abdul Muntaqim Naji | Rini Abdullah | Han-Kyu Yoo | A. Naji | H. Rehman | H. Yoo | R. Abdullah | W. Ali | Jung-joo Kim
[1] Wulf Schubert,et al. Critical comments on quantitative rock mass classifications , 1999 .
[2] E. H. Skinner,et al. Support determinations based on geologic predictions : 3F, 8T, 13R. PROCEEDINGS RETC. AIMMPE, NEW YORK, USA, V1, 1972, P43–P64 , 1975 .
[3] Arild Palmström,et al. Measurements of and correlations between block size and rock quality designation (RQD) , 2005 .
[4] Xavier Emery,et al. Modelling Geotechnical Heterogeneities Using Geostatistical Simulation and Finite Differences Analysis , 2018 .
[5] Hani S. Mitri,et al. Study on the efficiency of destress blasting in deep mine drift development , 2017 .
[6] Evaluation of rock load based on stress transfer effect due to tunnel excavation , 2017 .
[7] Shen Yan-jun,et al. Comparisons of Evaluation Factors and Application Effects of the New [BQ]GSI System with International Rock Mass Classification Systems , 2017, Geotechnical and Geological Engineering.
[8] Nick Barton. Reducing risk in long deep tunnels by using TBM and drill-and-blast methods in the same project–the hybrid solution , 2012 .
[9] Candan Gokceoglu,et al. Estimation of rock modulus: For intact rocks with an artificial neural network and for rock masses with a new empirical equation , 2006 .
[10] Ömer Aydan,et al. Assessment of rock mass strength for underground excavations , 1997 .
[11] Rajinder Bhasin,et al. The use of stress-strength relationships in the assessment of tunnel stability , 1996 .
[12] Arild Palmström,et al. Use and misuse of rock mass classification systems with particular reference to the Q-system , 2006 .
[13] H. Gerçek,et al. Poisson's ratio values for rocks , 2007 .
[14] M. Álvarez Hernández,et al. Rock mass excavability indicator: New way to selecting the optimum tunnel construction method , 2006 .
[15] Wengang Dang,et al. Rock quality classification and stability evaluation of undersea deposit based on M-IRMR , 2014 .
[16] Mostafa Sharifzadeh,et al. Evaluation of rock mass engineering geological properties using statistical analysis and selecting proper tunnel design approach in Qazvin–Rasht railway tunnel , 2014 .
[17] Haluk Akgün,et al. Geotechnical investigations and preliminary support design for the Gecilmez tunnel: A case study along the Black Sea coastal highway, Giresun, northern Turkey , 2014 .
[18] N. K. Samadhiya,et al. Rock mass strength parameters mobilised in tunnels , 1997 .
[19] Ö. Aydan,et al. The squeezing potential of rocks around tunnels; Theory and prediction , 1993 .
[20] Håkan Stille,et al. Ground behaviour and rock engineering tools for underground excavations , 2007 .
[21] Z. Bieniawski. Determining rock mass deformability: experience from case histories , 1978 .
[22] Qixiang Yan,et al. Field Monitoring of Deformations and Internal Forces of Surrounding Rocks and Lining Structures in the Construction of the Gangkou Double-Arched Tunnel—A Case Study , 2017 .
[23] A. Mazaira,et al. Intense rockburst impacts in deep underground construction and their prevention1 , 2015 .
[24] R. Tomás,et al. Modification of slope mass rating (SMR) by continuous functions , 2007 .
[25] Håkan Stille,et al. Classification as a tool in rock engineering , 2003 .
[26] T. Ramamurthy. A geo-engineering classification for rocks and rock masses , 2004 .
[27] R. K. Goel,et al. Indian experiences with Q and RMR systems , 1995 .
[28] A. I. Sofianos,et al. A correlation of four rock mass classification systems through their fabric indices , 2007 .
[29] N. Barton. Deformation phenomena in jointed rock , 1986 .
[30] V. Santos,et al. Estimating RMR Values for Underground Excavations in a Rock Mass , 2018 .
[31] A. Paşamehmetoğlu,et al. Proposed support design, Kaletepe tunnel, Turkey , 2004 .
[32] Reza R. Osgoui,et al. An empirical method for design of grouted bolts in rock tunnels based on the Geological Strength Index (GSI) , 2009 .
[33] D. F. Coates,et al. Classification of rocks for rock mechanics , 1964 .
[34] Z. Şen,et al. Modified rock mass classification system by continuous rating , 2003 .
[35] Nick Barton,et al. Some new Q-value correlations to assist in site characterisation and tunnel design , 2002 .
[36] Roberto Tomás,et al. A graphical approach for slope mass rating (SMR) , 2012 .
[37] Zulfu Gurocak,et al. A comparison of support systems obtained from the RMR89 and RMR14 by numerical analyses: Macka Tunnel project, NE Turkey , 2015 .
[38] K. Tani,et al. Development of an apparatus for down-hole triaxial tests in a rock mass , 2008 .
[39] Nick Barton,et al. Engineering classification of rock masses for the design of tunnel support , 1974 .
[40] J. Chen,et al. Time-Dependent Damage Investigation of Rock Mass in an In Situ Experimental Tunnel , 2012, Materials.
[41] Z. Bieniawski,et al. Rock quality designation (RQD): time to rest in peace , 2017 .
[42] C. O. Aksoy. Review of rock mass rating classification: Historical developments, applications, and restrictions , 2008 .
[43] Christoph Lehmann,et al. Swelling rock behaviour in a tunnel: NATM-support vs. Q-support – A comparison , 2009 .
[44] E. T. Brown,et al. EMPIRICAL STRENGTH CRITERION FOR ROCK MASSES , 1980 .
[45] D. R. McCreath,et al. Shortcrete support design in blocky ground: Towards a deterministic approach , 1995 .
[46] Håkan Stille,et al. Ground behaviour and rock mass composition in underground excavations , 2008 .
[47] E. Hoek,et al. Applicability of the geological strength index (GSI) classification for very weak and sheared rock masses. The case of the Athens Schist Formation , 1998 .
[48] Bhawani Singh,et al. Correlation between observed support pressure and rock mass quality , 1992 .
[49] Moon Kyum Kim,et al. Prediction of ground load by performing back analysis using composite support model in concrete lining design , 2015 .
[50] Jung-Joo Kim,et al. Empirical Evaluation of Rock Mass Rating and Tunneling Quality Index System for Tunnel Support Design , 2018 .
[51] Daniel Castro-Fresno,et al. Correlation between Bieniawski's RMR and Barton's Q index in low-quality soils , 2010 .
[52] B. Vásárhelyi,et al. Empirical methods of calculating the mechanical parameters of the rock mass , 2016 .
[53] Z. Bieniawski,et al. A nonlinear deformation modulus based on rock mass classification , 1990 .
[54] Arild Palmström,et al. The deformation modulus of rock masses — comparisons between in situ tests and indirect estimates , 2001 .
[55] Evert Hoek,et al. Practical estimates of rock mass strength , 1997 .
[56] R. Ulusay,et al. A New Rock Mass Quality Rating System: Rock Mass Quality Rating (RMQR) and Its Application to the Estimation of Geomechanical Characteristics of Rock Masses , 2014, Rock Mechanics and Rock Engineering.
[57] Aydın Özsan,et al. Analysis of support requirements for a shallow diversion tunnel at Guledar dam site, Turkey , 2005 .
[58] P. J. García Nieto,et al. Hard-Rock Stability Analysis for Span Design in Entry-Type Excavations with Learning Classifiers , 2016, Materials.