1 |
Ramamurthy, T. (2004), "A geo-engineering classification for rocks and rock masses", International Journal of Rock Mechanics and Mining Sciences, Vol. 41, Issue 1, pp. 89-101.
DOI
ScienceOn
|
2 |
Ramamurthy, T. (1986), "Stability of rock mass", Indian Geotech J, pp. 1-74.
|
3 |
Sheorey, P.R. (1997), Empirical rock failure criteria, Balkema, Rotterdam.
|
4 |
Sheorey, P.R., Loui, J.P., Singh, K.B., Singh, S.K. (2000), "Ground subsidence observations and a modified influence function method for complete subsidence prediction", Int. J. Rock Mech. Min. Sci. Vol. 37, pp. 801-818.
DOI
ScienceOn
|
5 |
Shin, Y.-W., Kim, Y.-G. (2010) "Review of mechanical behaviors of pillar in large parallel tunnel", Journal of Korean Society for Rock Mechanics, Vol. 20, No. 3, pp. 131-144 (in Korean).
과학기술학회마을
|
6 |
Yudhbir, Y., Lemanza, W., Prinzl, F. (1983), "An empirical failure criterion for rock masses", In: Proceedings of the fifth international congress society of rock mechanics, Melbourne, Vol. 1, pp. B1-8.
|
7 |
Aydan, O., Dalgic, S. (1998), "Prediction of deformation behaviour of 3 lanes Bolu tunnels through squeezing rocks of North Anotolian Fault Zone (NAFZ)", In: Proceedings of the regional symposium on sedimentary rock engineering, Taipei, pp. 228-233.
|
8 |
Bieniawski, Z.T. (1973), "Engineering classification of jointed rock masses", Trans S Afr Inst Civ Eng, Vol. 15, No. 12, pp. 335-344.
|
9 |
Bieniawski, Z.T. (1988), "Rock mass rating systems in engineering practice". Symposium on Rock Classification Systems for Engineering Purposes, ASTM, STP 984, pp. 17-34.
|
10 |
Bieniawski, Z.T. (1989), Engineering rock mass classification, Wiley, New York.
|
11 |
Bieniawski, Z.T. (1993), "Classification of rock masses for engineeringthe RMR system and future trends", J.A. Hudson (Ed.), Comprehensive rock engineering, Vol. 3, Pergamon Press, UK, pp. 553-573.
|
12 |
Carmody, J., Sterling, R. (1993), Underground Space Design - A guide to Subsurface Utilization and Design for People in Underground Spaces, International Thomson Publishing company, p. 110.
|
13 |
Esterhuizen, G.S., Dolinar, D.R., Ellenberger, J.L. (2008), "Pillar strength and design methodology for stone mines", In: Proceedings of the 27th international conference on ground control in mining. Morgantown WV: West Virginia University, pp. 241-253.
|
14 |
Carter, B.J., Duncan, E., Scott, J., Lajtai, E.Z. (1991), "Fitting strength criteria to intact rock", Int. J. Geotechnol. Geol. Eng., Vol. 9, pp. 73-81.
DOI
|
15 |
Dinc, O.S., Sonmez, H., Tunusluoglu, C., Kasapoglu, K.E. (2011), "A new general empirical approach for the prediction of rock mass strengths of soft to hard rock masses", International Journal of Rock Mechanics and Mining Sciences, Vol. 48, Issue 4, pp. 650-665.
DOI
ScienceOn
|
16 |
Esterhuizen, G.S., Dolinar, D.R., Ellenberger, J.L, Prosser, LJ. (2011), Pillar and roof span design guidelines for underground stone mines, Department Of Health And Human Services, NIOSH, IC 9526.
|
17 |
Esterhuizen, G.S. (2006), "An evaluation of the strength of slender pillars". SME annual meeting and exhibit, March 27-29, St. Louis, Missouri, preprint 06-003. Society for Mining, Metallurgy, and Exploration, Inc., Littleton.
|
18 |
Gonzalez-Nicieza, C., Alvarez-Fernadez, M.I., Menendez-Diaz, A., Alvarez-Vigil, A.E. (2006), "A comparative analysis of pillar design methods and its application to marble mines", Rock Mech. Rock Engng., Vol. 39, No. 5, pp 421-444.
DOI
|
19 |
Dinc, O.S., Sonmez, H., Tunusluoglu, C., Kasapoglu, K.E. (2011), "A new general empirical approach for the prediction of rock mass strengths of soft to hard rock masses", International Journal of Rock Mechanics and Mining Sciences, Vol. 48, Issue 4, pp. 650-665.
DOI
ScienceOn
|
20 |
Hardy, P., Agapito, J.F.T. (1982), "Induced horizontal stress method of pillar design in oil shale", XV Oil Shale Symp. Colorado School of Mines, Golden, Colorado.
|
21 |
Hartman, H.L., Mutmansky, J.M. (2002), Introductory Mining Engineering, 2nd edtion, Wiley, New Jersey.
|
22 |
Kalamaras, G.S., Bieniawski, Z.T. (1995), "A rock strength concept for coal seams incorporating the effect of time", Proceedings of the Eighth International Congress on Rock Mechanics, Vol. 1, pp. 295-302.
|
23 |
Hedley, D.G.F., Grant, F. (1972), "Stope-andpillar design for the elliot lake uranium mines", Bull. Can. Inst. Min. Metallurg. Vol. 63, pp. 37-44.
|
24 |
Hoek, E., Brown, E.T. (1980), Underground excavation in rock, Institution of Mining and Metallurgy.
|
25 |
Hoek, E., Carranza-Torres, C.T., Corkum, B. (2002), "Hoek-Brown failure criterion-2002 edition", In: Proceedings of the fifth north american rock mechanics symposium, Toronto, pp. 267-273.
|
26 |
Kim, W.-B., Yang, H.-S., Ha, T.-W. (2012) "An assessment of rock pillar behavior in very near parallel tunnel", Journal of Korean Society for Rock Mechanics, Vol. 22, No. 1, pp. 60-68 (in Korean)
과학기술학회마을
DOI
ScienceOn
|
27 |
Kimmelmann, M.R., Hyde, B., Madgwick, R.J. (1984), "The use of computer applications at BCL limited in planning pillar extraction and design of mining layouts", In: Proc., ISMR Symp. Design and Performance of Underground Excavations. Brit. Geotech. Soc., London, pp. 53-63.
|
28 |
Krauland, N., Soder, P.E. (1987), "Determinating pillar strength from pillar failure observations", Eng. Min. J. Vol. 8, pp. 34-40.
|
29 |
Lunder, P.J., Pakalnis, R. (1997), "Determination of the strength of hard-rock mine pillars", Bull. Can. Inst. Min. Metall. Vol. 90, pp. 51-59.
|
30 |
Palmström, A. (1995), RMi-a rock mass characterization system for rock engineering purposes. Ph.D. thesis, University of Oslo, Norway.
|
31 |
Potvin, Y., Hudyma, M.R., Miller, H.D.S. (1989), "Design guidelines for open stope support", Bull. Can. Min. Metall. Vol. 82, pp. 53-62.
|