Tunnel and Underground SpaceISSN:1225-1275(Print) 2287-1748(Online)한국암반공학회

Cheon, D.S., Park, C., Shin, J.H., and Jeon, S.W., 2006, Study of Brittle Frailure, Tunn Undergr Space, 16(6), 437-450.

Cheong, C.G., Chung, M.K., Kim, Y.G., and Shim, J.B., 2009, A Case Study on the Tunnel Design and Risk Analysis for Considering the Rock Characteristics in Great Depth, Proceeding of the Korean Geotechnical Society Conference, 2009, pp.605-621.

Choi, Y.T., Lee, D.H., Lee, H.S., and Park, Y.J., 2005, Stability evaluation of Large Underground Oil Storage Caverns in Over-stressed Rock Mass, J of the Korean Society of Mineral and Energey Resources Engineers, 42(4), 330-344.

Choo, J.H., Park, S.W., Kim, H.T., Ji, K.H., and Yoon, T.G., 2011, Analysis and cause of occurrence of lining cracks on NATM tunnel based on the precise inspection for safety and diagnosis – Part I, J of Korean Tunnel and Underground Association, 13(3), 199-214.

Diederichs, M.S., 2018, Early assessment of dynamic rupture hazard for rockburst risk management in deep tunnel projects, The Journal of the Southern African Institute of Mining and Metallurgy, 118, 193-204.

Diederichs, M.S., Carter, T., and Martin, C.D., 2010, Practical Rock Spall Prediction in Tunnel, In Proceedings of World Tunneling Congress 2010 – Vancouver, p.8.

Gregor, P., Mirzaghorbanali, A., McDougall, K., Aziz, N., and Shokri, B.J., 2023, Shear Behaviour of Fibreglass Rock Bolts for Various Pretension Loads, Rock Mechanics and Rock Engineering, 56, 8083-8113.

Hagen, S.A., Larsen, T., Berghorst, A., and Knox, G., 2020, Full-scale rockbolt testing in the laboratory: Analysis of recent results, Journal of the Southern African Institute of Mining and Metallurgy, 120, 1-6.

Hoek, E, and Brown, E.T., 2019, The Hoek-Brown failure criterion and GSI-2018 edition, J. Rock Mech. Geotech. Eng., 11, 445-463.

Hoek, E., 2023, Practical Rock Engineering Chap. 18, Tensile failure and spalling - 2023 edition e books from Rocscience Inc. Home page.

Hoek, E., and Brown, E.T., 1980, Underground excavations in rock, Institution of Mining and Metallurgy, London, p.527.

Kaiser, P.K, Tannant, D.D., and McCreath, D.R., 1996, Canadian rockburst support handbook, Sudbury, Ontario: Geomechanics Research Centre, Laurentian University.

Kaiser, P.K., and Cai, M., 2012, Design of rock support system under rockburst condition, J. Rock Mech. Geotech. Eng., 4, 215-227.

Kim, Y.G., 2021, Overstressed Rock Mass and Geo-Risk, Korean Geotechnical Society Magazine, 37(5), 9-24.

Knox, G., and Hadjigeorgiou, J., 2022, Influence of Testing Configuration on the Performance of Paddled Energy-Absorbing Rockbolts Under Impact Loading, Rock Mechanics and Rock Engineering, 55(9), 5705-5721.

Lee, H.S., Lee, D.H., Kim, H.Y., Hong, J.S., Choi, Y.T., and Kim, S.J., 2005, Stability Evaluation and Microseismic Monitoring around Large Underground Oil Storage Cavern in Over-stressed Rock Mass, KTA Annual Conference, pp.189-201.

Lee, H.S., Lee, J.W., Hong, E.J., Jeon, T.S., Moon, Y.O., and Ko, S.J., 2025, Assessment of Abnormal Deformation Behavior in Tunnels in a Weak Sedimentary Rock Mass, Tunn Undergr Space, 35(3), 210-230.

Li, C.C., 2007, A practical problem with threaded rebar bolts in reinforcing largely deformed rock masses, Rock Mech Rock Eng, 40(5), 519-524.

Li, C.C., 2010, Field Observations of Rock Bolts in High Stress Rock Masses, Rock Mech. Rock Eng., 42, 491-496.

Li, C.C., 2017, Rock Bolting - Principles and Applications, Elservier, ISBN:978-0-12-804401-8, p.269.

Li, C.C., and Stillborg, B., 1999, Analytical models for rock bolts. Int J Rock Mech Min Sci, 36(8), 1013-1029.

Li, C.C., Stjern, G., and Myrvang, A., 2014, A review on the performance of conventional and energy-absorbing rockbolts, Int. J. of Rock Mech. and Geomech. Eng., 6, 315-327.

Martin, C.D., 1997, The effect of cohesion loss and stress path on brittle rock strength, Canadian Geotechnical Journal, 34(5), 698-725.

Martin, C.D., Kaiser, P.K., and McCreath, D.R., 1999, Hoek-Brown parameters for predicting the depth of brittle failure around tunnels, Canadian Geotechnical Journal, 36 (1), 136-151.

Nicksiar, M., and Martin, C.D., 2013, Crack initiation stress in low porosity crystalline and sedimentary rocks, Engineering Geology, 154, 64-76.

Pelli, F., Kaiser, P.K., and Morgenstern, N.R., 1991, An interpretation of ground movements recorded during construction of the Donkin-Morien tunnel, Canadian Geotechnical Journal, 28(2), 239-254.

Pinazzi, P.C., Spearing, A.J.S, Jessu, K.V., Singh, P., and Hawker, R., 2020, Mechanical performance of rock bolts under combined load conditions, Internal Journal of Mining Science and Technology, 30, 167-177

Read, R.S., and Martin, C.D., 1996, Technical Summary of AECL’s Mine-by Experiment Phase 1: Excavation Response, AECL-11311, COG-95-171.

Rocscience Inc., 2024, RS2 User Guide, online documentation, https://www.rocscience.com/help/rs2/documentation.

Schubert, W., 2011, State of the art in evaluation and interpretation of displacement monitoring data in tunnels, Geomechanics and Tunneling, 4(5), 371-380.