Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
1 
Darvall, L. P. and Mendis, P. (1985). “Elastic-plastic softening analysis of plane frames.” Journal of Structural Engineering, ASCE, Vol. 111, No. 4, pp. 871-888.10.1061/(ASCE)0733-9445(1985)111:4(871)Darvall, L. P. and Mendis, P. (1985). “Elastic-plastic softening analysis of plane frames.” Journal of Structural Engineering, ASCE, Vol. 111, No. 4, pp. 871-888.DOI
2 
Do, N. A., Dias, D., Oreste, P. and Djeran-Maigre, I. (2014). “The behaviour of the segmental tunnel lining studied by the hyperstatic reaction method.” European Journal of Environmental and Civil Engineering, Vol. 18, No. 4, pp. 489-510.10.1080/19648189.2013.872583Do, N. A., Dias, D., Oreste, P. and Djeran-Maigre, I. (2014). “The behaviour of the segmental tunnel lining studied by the hyperstatic reaction method.” European Journal of Environmental and Civil Engineering, Vol. 18, No. 4, pp. 489-510.DOI
3 
Elsaigh, W. A., Robberts, J. M. and Kearsley, E. P. (2011). “Modeling the behavior of steel-fiber reinforced concrete ground slabs. I:Development of material model.” Journal of Transportation Engineering, ASCE, Vol. 137, No. 12, pp. 882-888.10.1061/(ASCE)TE.1943-5436.0000276Elsaigh, W. A., Robberts, J. M. and Kearsley, E. P. (2011). “Modeling the behavior of steel-fiber reinforced concrete ground slabs. I:Development of material model.” Journal of Transportation Engineering, ASCE, Vol. 137, No. 12, pp. 882-888.Google Search
4 
Filippou, F. C. D., Ambrisi, A. and Issa, A. (1999). “Effects of rein-forcement slip on hysteretic behavior of reinforced concrete frame members.” ACI Structural Journal, Vol. 96, No. 3, pp. 327-335.Filippou, F. C. D., Ambrisi, A. and Issa, A. (1999). “Effects of rein-forcement slip on hysteretic behavior of reinforced concrete frame members.” ACI Structural Journal, Vol. 96, No. 3, pp. 327-335.Google Search
5 
Grimstad, E., Kankes, K., Bhasin, R., Magnussen, A. W. and Kaynia, A. (2002). Rock mass quality Q used in designing reinforced ribs of sprayed concrete and energy absorption. Norwegian Geotechnical Institute.Grimstad, E., Kankes, K., Bhasin, R., Magnussen, A. W. and Kaynia, A. (2002). Rock mass quality Q used in designing reinforced ribs of sprayed concrete and energy absorption. Norwegian Geotechnical Institute.Google Search
6 
Ha, T. W., Kim, D. Y., Shin, Y. W. and Yang, H. S. (2008). “Evaluation methods of shotcrete lining stresses considering steel rib capacities by two-dimensional numerical analysis.” Tunnelling Technology, Korean Tunnelling and Underground Space Association, Vol. 10, No. 3, pp. 269-282 (in Korean).Ha, T. W., Kim, D. Y., Shin, Y. W. and Yang, H. S. (2008). “Evaluation methods of shotcrete lining stresses considering steel rib capacities by two-dimensional numerical analysis.” Tunnelling Technology, Korean Tunnelling and Underground Space Association, Vol. 10, No. 3, pp. 269-282 (in Korean).Google Search
7 
Hur, J. S., Kim, S. R., Hwang, J. D., Seo, Y. W. and Jung, M. K. (2013). “A study on the performance-based design methodology for tunnels through case study on the tunnel built by the prescribed design.” Journal of Korean Tunnelling and Underground Space Association, Vol. 15, No. 4, pp. 415-429 (in Korean).Hur, J. S., Kim, S. R., Hwang, J. D., Seo, Y. W. and Jung, M. K. (2013). “A study on the performance-based design methodology for tunnels through case study on the tunnel built by the prescribed design.” Journal of Korean Tunnelling and Underground Space Association, Vol. 15, No. 4, pp. 415-429 (in Korean).Google Search
8 
Jeon, S. H., Shin, Y. W. and Yoo, H. K. (2011). “A study on concrete lining stress changes considering load supporting capacity of primary supports of NATM tunnel.” Journal of the Korean Society of Civil Engineers, Vol. 31, No. 4, pp. 147-154 (in Korean).Jeon, S. H., Shin, Y. W. and Yoo, H. K. (2011). “A study on concrete lining stress changes considering load supporting capacity of primary supports of NATM tunnel.” Journal of the Korean Society of Civil Engineers, Vol. 31, No. 4, pp. 147-154 (in Korean).Google Search
9 
Ji, Y. H., Jeong, J. S., Jeong, C. K. and Lee, S. H. (2011). “A study on the flexural toughness characteristics of the half-circle type steel fiber reinforced shotcrete.” Journal of Korean Tunnelling and Underground Space Association, Vol. 13, No. 2, pp. 83-95 (in Korean).Ji, Y. H., Jeong, J. S., Jeong, C. K. and Lee, S. H. (2011). “A study on the flexural toughness characteristics of the half-circle type steel fiber reinforced shotcrete.” Journal of Korean Tunnelling and Underground Space Association, Vol. 13, No. 2, pp. 83-95 (in Korean).Google Search
10 
Kent, D. C. and Park, R. (1971). “Flexural members with confined concrete.” Journal of the Structural Division, ASCE, Vol. 97, No. 7, pp. 1969-1990.Kent, D. C. and Park, R. (1971). “Flexural members with confined concrete.” Journal of the Structural Division, ASCE, Vol. 97, No. 7, pp. 1969-1990.Google Search
11 
Kim, J. S., Yu, J. H. and Kim, M. K. (2014). “Numerical study on shotcrete lining with steel reinforcement using a fiber section element.” Journal of the Korean Society of Civil Engineers, Vol. 34, No. 3, pp. 919-930 (in Korean).10.12652/ksce.2014.34.3.0919Kim, J. S., Yu, J. H. and Kim, M. K. (2014). “Numerical study on shotcrete lining with steel reinforcement using a fiber section element.” Journal of the Korean Society of Civil Engineers, Vol. 34, No. 3, pp. 919-930 (in Korean).DOI
12 
Kim, S. H., Park, I. J. and Kim, J. T. (2011). “The strength characteristic of shotcrete reinforced with improved shape steel fiber.” Journal of the Korean Geotechnical Society, Vol. 27, No. 12, pp. 127-136 (in Korean).10.7843/kgs.2011.27.12.127Kim, S. H., Park, I. J. and Kim, J. T. (2011). “The strength characteristic of shotcrete reinforced with improved shape steel fiber.” Journal of the Korean Geotechnical Society, Vol. 27, No. 12, pp. 127-136 (in Korean).DOI
13 
Korea Expressway Corporation (2001). Enhancement and quality control of steel fiber reinforced shotcrete (II) (in Korean).Korea Expressway Corporation (2001). Enhancement and quality control of steel fiber reinforced shotcrete (II) (in Korean).Google Search
14 
Lee, D. H., Lee, S. K. and Bak, D. H. (2001). “Design of tunnelling applied NMT in depth rock mass.” Proc. of Korean Society for Rock Mechanics Conference, Korean Society for Rock Mechanics, pp. 1-15 (in Korean).Lee, D. H., Lee, S. K. and Bak, D. H. (2001). “Design of tunnelling applied NMT in depth rock mass.” Proc. of Korean Society for Rock Mechanics Conference, Korean Society for Rock Mechanics, pp. 1-15 (in Korean).Google Search
15 
Lee, S. D., Park, Y. J., Lim, D. C., Son, J. H., You, K. H. and Kim, S. M. (2008). “A numerical study on the behavior of shotcrete reinforced by various steel supports.” Tunnel & Underground Space, Korean Society for Rock Mechanics, Vol. 18, No. 3, pp. 226-238 (in Korean).Lee, S. D., Park, Y. J., Lim, D. C., Son, J. H., You, K. H. and Kim, S. M. (2008). “A numerical study on the behavior of shotcrete reinforced by various steel supports.” Tunnel & Underground Space, Korean Society for Rock Mechanics, Vol. 18, No. 3, pp. 226-238 (in Korean).Google Search
16 
Lee, S. P., Ryu, J. H., Lee, S. D., Jeon, S. W. and Lee, C. I. (2007). “Performance improvement and durability evaluation of shotcrete for permanent tunnel support.” Tunnel & Underground Space, Korean Society for Rock Mechanics, Vol. 17, No. 4, pp. 266-284 (in Korean).Lee, S. P., Ryu, J. H., Lee, S. D., Jeon, S. W. and Lee, C. I. (2007). “Performance improvement and durability evaluation of shotcrete for permanent tunnel support.” Tunnel & Underground Space, Korean Society for Rock Mechanics, Vol. 17, No. 4, pp. 266-284 (in Korean).Google Search
17 
Leung, C. K. Y., Lai, R. and Lee, A. Y. F. (2005). “Properties of wet-mixed fiber reinforced shotcrete and fiber reinforced concrete with similar composition.” Cement and Concrete Research, Vol. 35, No. 4, pp. 788-795.10.1016/j.cemconres.2004.05.033Leung, C. K. Y., Lai, R. and Lee, A. Y. F. (2005). “Properties of wet-mixed fiber reinforced shotcrete and fiber reinforced concrete with similar composition.” Cement and Concrete Research, Vol. 35, No. 4, pp. 788-795.DOI
18 
Mashimo, H., Isago, N., Yoshinaga, S., Shiroma, H. and Baba, K. (2002). “Experimental investigation on load-carrying capacity of concrete tunnel lining.” Proc. of the 28th ITA General Assembly and World Tunnel Congress, ITA, Sydeny, Australia, pp. 1-10.Mashimo, H., Isago, N., Yoshinaga, S., Shiroma, H. and Baba, K. (2002). “Experimental investigation on load-carrying capacity of concrete tunnel lining.” Proc. of the 28th ITA General Assembly and World Tunnel Congress, ITA, Sydeny, Australia, pp. 1-10.Google Search
19 
McKenna, F. (2011). “OpenSees:a framework for earthquake engi-neering simulation.” Computing in Science and Engineering, Vol. 13, No. 4, pp. 58-66.10.1109/MCSE.2011.66McKenna, F. (2011). “OpenSees:a framework for earthquake engi-neering simulation.” Computing in Science and Engineering, Vol. 13, No. 4, pp. 58-66.DOI
20 
Moon, S. H., Shin, Y. W., Kim, S. H. and Yoo H. K. (2012). “A study on load bearing capacity of composite member with steel rib and shotcrete in NATM tunnel.” Journal of the Korean Society of Civil Engineers, Vol. 32, No. 5, pp. 221-229 (in Korean).10.12652/Ksce.2012.32.5C.221Moon, S. H., Shin, Y. W., Kim, S. H. and Yoo H. K. (2012). “A study on load bearing capacity of composite member with steel rib and shotcrete in NATM tunnel.” Journal of the Korean Society of Civil Engineers, Vol. 32, No. 5, pp. 221-229 (in Korean).DOI
21 
Oreste, P. P. (2007). “A numerical approach to the hyperstatic reaction method for the dimensioning of tunnel supports.” Tunnelling and underground space technology, Vol. 22, No. 2, pp. 185-205.10.1016/j.tust.2006.05.002Oreste, P. P. (2007). “A numerical approach to the hyperstatic reaction method for the dimensioning of tunnel supports.” Tunnelling and underground space technology, Vol. 22, No. 2, pp. 185-205.DOI
22 
Park, S. S. and Kim, S. J. (2013). “Effect of steel-fiber distribution on flexural strength and toughness of shotcrete mimicked-concrete specimen.” Journal of the Korean Geotechnical Society, Vol. 29, No. 6, pp. 53-62 (in Korean).10.7843/kgs.2013.29.6.53Park, S. S. and Kim, S. J. (2013). “Effect of steel-fiber distribution on flexural strength and toughness of shotcrete mimicked-concrete specimen.” Journal of the Korean Geotechnical Society, Vol. 29, No. 6, pp. 53-62 (in Korean).DOI
23 
Park, Y. J., Lee, J. K., Noh, B. K., You, K. H. and Lee, S. D. (2010). “Flexural behavior of reinforced ribs of shotcrete for various configurations of reinforcements.” Tunnel & Underground Space, Korean Society for Rock Mechanics, Vol. 20, No. 3, pp. 169-182 (in Korean).Park, Y. J., Lee, J. K., Noh, B. K., You, K. H. and Lee, S. D. (2010). “Flexural behavior of reinforced ribs of shotcrete for various configurations of reinforcements.” Tunnel & Underground Space, Korean Society for Rock Mechanics, Vol. 20, No. 3, pp. 169-182 (in Korean).Google Search
24 
Shin, H. S., Kim, D. G., Chang, S. H. and Bae, G. J. (2006). “A study on failure mechanism and load-bearing capacity of single-shell tunnel lining.” Tunnelling Technology, Korean Tunnelling and Underground Space Association, Vol. 8, No. 3, pp. 273-287 (in Korean).Shin, H. S., Kim, D. G., Chang, S. H. and Bae, G. J. (2006). “A study on failure mechanism and load-bearing capacity of single-shell tunnel lining.” Tunnelling Technology, Korean Tunnelling and Underground Space Association, Vol. 8, No. 3, pp. 273-287 (in Korean).Google Search
25 
Spacone, E., Filippou, F. C. and Taucer, F. F. (1996a). “Fibre beam- column model for non-linear analysis of R/C frames:Part I. Formulation.” Earthquake Engineering and Structural Dynamics, Vol. 25, No. 7, pp. 711-725.10.1002/(SICI)1096-9845(199607)25:7<711::AID-EQE576>3.0.CO;2-9Spacone, E., Filippou, F. C. and Taucer, F. F. (1996a). “Fibre beam- column model for non-linear analysis of R/C frames:Part I. Formulation.” Earthquake Engineering and Structural Dynamics, Vol. 25, No. 7, pp. 711-725.DOI
26 
Taucer, F., Spacone, E. and Filippou, F. C. (1991). A fiber beam- column element for seismic response analysis of reinforced concrete structures. Report UCB/EERC 91/17. Earthquake Engineering Research Center, Univ. of California, Berkeley.Taucer, F., Spacone, E. and Filippou, F. C. (1991). A fiber beam- column element for seismic response analysis of reinforced concrete structures. Report UCB/EERC 91/17. Earthquake Engineering Research Center, Univ. of California, Berkeley.Google Search
27 
Yoo, C. S., Kim, Y. J., Bae, G. J. and Moon, H. D. (1997). “An experimental study on load bearing capacity of lattice girder as a steel support in tunnelling.” Journal of the Korean Geotechnical Society, Vol. 13, No. 4, pp. 163-176 (in Korean).Yoo, C. S., Kim, Y. J., Bae, G. J. and Moon, H. D. (1997). “An experimental study on load bearing capacity of lattice girder as a steel support in tunnelling.” Journal of the Korean Geotechnical Society, Vol. 13, No. 4, pp. 163-176 (in Korean).Google Search
28 
You, K. H., Jung, J. S. and Park, Y. J. (2008). “A tunnel mock-up test and numerical analysis on steel fiber reinforced shotcrete.” Tunnel & Underground Space, Korean Society for Rock Mechanics, Vol. 18, No. 2, pp. 107-117 (in Korean).You, K. H., Jung, J. S. and Park, Y. J. (2008). “A tunnel mock-up test and numerical analysis on steel fiber reinforced shotcrete.” Tunnel & Underground Space, Korean Society for Rock Mechanics, Vol. 18, No. 2, pp. 107-117 (in Korean).Google Search