Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
1 
Adhikary, D. P., Mühlhaus, H. and Dyskin, A. V. (2001). “A numerical study of flexural buckling of foliated rock slopes.” International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 25, No. 9, pp. 871-884. 10.1002/nag.157Adhikary, D. P., Mühlhaus, H. and Dyskin, A. V. (2001). “A numerical study of flexural buckling of foliated rock slopes.” International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 25, No. 9, pp. 871-884.DOI
2 
Alejano, L. R., Ferrero, A. M., Ramírez-Oyanguren, P. and Álvarez Fernández, M. I. (2011). “Comparison of limit-equilibrium, numerical and physical models of wall slope stability.” International Journal of Rock Mechanics and Mining Sciences, Vol. 48, No. 1, pp. 16-26. 10.1016/j.ijrmms.2010.06.013Alejano, L. R., Ferrero, A. M., Ramírez-Oyanguren, P. and Álvarez Fernández, M. I. (2011). “Comparison of limit-equilibrium, numerical and physical models of wall slope stability.” International Journal of Rock Mechanics and Mining Sciences, Vol. 48, No. 1, pp. 16-26.DOI
3 
Cavers, D. S. (1981). “Simple methods to analyze buckling of rock slopes.” Rock Mechanics Felsmechanik Mécanique des Roches, Vol. 14, No. 2, pp. 87-104. 10.1007/BF01239857Cavers, D. S. (1981). “Simple methods to analyze buckling of rock slopes.” Rock Mechanics Felsmechanik Mécanique des Roches, Vol. 14, No. 2, pp. 87-104.DOI
4 
Cruden, D. M. (1985). “Rock slope movements in the Canadian Cordillera.” Canadian Geotechnical Journal, Vol. 22, No. 4, pp. 528-540. 10.1139/t85-073>Cruden, D. M. (1985). “Rock slope movements in the Canadian Cordillera.” Canadian Geotechnical Journal, Vol. 22, No. 4, pp. 528-540.DOI
5 
Dawson, E. M., Roth, W. H. and Drescher, A. (1999). “Slope Stability Analysis by Strength Reduction.” Geotechnique, Vol. 49, No. 6, pp. 835-840. 10.1680/geot.1999.49.6.835Dawson, E. M., Roth, W. H. and Drescher, A. (1999). “Slope Stability Analysis by Strength Reduction.” Geotechnique, Vol. 49, No. 6, pp. 835-840.DOI
6 
Dawson, R. F., Bagnall, A. S. and Barron, K. (1995). “Rock anchor support systems at Smoky River Coal Limited.” CIM Bulletin, Vol. 88, No. 992, pp. 60-65. Dawson, R. F., Bagnall, A. S. and Barron, K. (1995). “Rock anchor support systems at Smoky River Coal Limited.” CIM Bulletin, Vol. 88, No. 992, pp. 60-65.Google Search
7 
Froldi, P. and Lunardi, P. (1995). “Buckling failure phenomena and their analysis.” Mechanics of Jointed and Faulted Rock, Balkema, pp. 595-604. Froldi, P. and Lunardi, P. (1995). “Buckling failure phenomena and their analysis.” Mechanics of Jointed and Faulted Rock, Balkema, pp. 595-604.Google Search
8 
Giani, G. P. (1992). Rock slope stability analysis, CRC Press (in USA). Giani, G. P. (1992). Rock slope stability analysis, CRC Press (in USA).Google Search
9 
Havaej, M., Stead, D., Eberhardt, E. and Fisher, B. (2014). “Characterization of bi-planar and ploughing failure mechanisms in footwall slopes using numerical modelling.” Engineering Geology, Vol. 178, pp. 109-120. 10.1016/j.enggeo.2014.06.003Havaej, M., Stead, D., Eberhardt, E. and Fisher, B. (2014). “Characterization of bi-planar and ploughing failure mechanisms in footwall slopes using numerical modelling.” Engineering Geology, Vol. 178, pp. 109-120.DOI
10 
Hawley, P. M., Martin, D. C. and Acott, C. P. (1986). “Failure mechanics and design considerations for footwall slopes.” CIM Bulletin, Vol. 79, No. 896, pp. 47-53. Hawley, P. M., Martin, D. C. and Acott, C. P. (1986). “Failure mechanics and design considerations for footwall slopes.” CIM Bulletin, Vol. 79, No. 896, pp. 47-53.Google Search
11 
Hu, X. and Cruden, D. M. (1993). “Buckling deformation in the Highwood Pass, Alberta, Canada.” Canadian Geotechnical Journal, Vol. 30, No. 2, pp. 276-286. 10.1139/t93-023Hu, X. and Cruden, D. M. (1993). “Buckling deformation in the Highwood Pass, Alberta, Canada.” Canadian Geotechnical Journal, Vol. 30, No. 2, pp. 276-286.DOI
12 
ITASCA consulting Group, Inc. (2014). Universal distinct element code, user’s manual, Version 6.0, Minneapolis, Minnesota (in USA). ITASCA consulting Group, Inc. (2014). Universal distinct element code, user’s manual, Version 6.0, Minneapolis, Minnesota (in USA).Google Search
13 
Kutter, H. K. (1974). “Mechanism of slope failure other than pure sliding.” International Journal of Rock Mechanics and Mining Sciences & Geomechanics, Vol. 13, No. 5, p. 54. 10.1016/0148-9062(76)90910-4Kutter, H. K. (1974). “Mechanism of slope failure other than pure sliding.” International Journal of Rock Mechanics and Mining Sciences & Geomechanics, Vol. 13, No. 5, p. 54.DOI
14 
Pant, S. and Adhikary, D. (1999). “Implicit and explicit modelling of flexural buckling of foliated rock slopes.” Rock Mechanics and Rock Engineering, Vol. 32, No. 2, pp. 157-164. 10.1007/s006030050029Pant, S. and Adhikary, D. (1999). “Implicit and explicit modelling of flexural buckling of foliated rock slopes.” Rock Mechanics and Rock Engineering, Vol. 32, No. 2, pp. 157-164.DOI
15 
Pereira, L. C. and Lana, M. S. (2013). “Stress–Strain Analysis of Buckling Failure in Phyllite Slopes.” Geotechnical and Geological Engineering, Vol. 31, No. 1, pp. 297-314. 10.1007/s10706-012-9556-8Pereira, L. C. and Lana, M. S. (2013). “Stress–Strain Analysis of Buckling Failure in Phyllite Slopes.” Geotechnical and Geological Engineering, Vol. 31, No. 1, pp. 297-314.DOI
16 
Qi, S., Lan, H. and Dong, J. (2015). “An analytical solution to slip buckling slope failure triggered by earthquake.” Engineering Geology, Vol. 194, pp. 4-11. 10.1016/j.enggeo.2014.06.004Qi, S., Lan, H. and Dong, J. (2015). “An analytical solution to slip buckling slope failure triggered by earthquake.” Engineering Geology, Vol. 194, pp. 4-11.DOI
17 
Qin, S., Jiao, J. J. and Wang, S. (2001). “A cusp catastrophe model of instability of slip-buckling slope.” Rock Mechanics and Rock Engineering, Vol. 34, No. 2, pp. 119-134. 10.1007/s006030170018Qin, S., Jiao, J. J. and Wang, S. (2001). “A cusp catastrophe model of instability of slip-buckling slope.” Rock Mechanics and Rock Engineering, Vol. 34, No. 2, pp. 119-134.DOI
18 
Seijmonsbergen, A. C., Woning, M. P., Verhoef, P. N. W. and de Graaff, L. W. S. (2005). “The failure mechanism of a late glacial sturzstrom in the subalpine molasse (Leckner Valley, Vorarlberg, Austria).” Geomorphology, Vol. 66, No. 1, pp. 277-286. 10.1016/j.geomorph.2004.09.016Seijmonsbergen, A. C., Woning, M. P., Verhoef, P. N. W. and de Graaff, L. W. S. (2005). “The failure mechanism of a late glacial sturzstrom in the subalpine molasse (Leckner Valley, Vorarlberg, Austria).” Geomorphology, Vol. 66, No. 1, pp. 277-286.DOI
19 
Serra de Renobales, T. (1987). “Strata buckling in footwall slopes in coal mining.” Proc. of 6th Int. Conf. on Rock Mechanics., ISRM, Montreal, Canada, pp. 527-531. Serra de Renobales, T. (1987). “Strata buckling in footwall slopes in coal mining.” Proc. of 6th Int. Conf. on Rock Mechanics., ISRM, Montreal, Canada, pp. 527-531.Google Search
20 
Silva, C. H. C. and Lana, M. S. (2014). “Numerical modeling of buckling failure in a mine slope.” Revista Escola de Minas, Escola de Minas, Vol. 67, No. 1, pp. 81-86. 10.1590/S0370-44672014000100012Silva, C. H. C. and Lana, M. S. (2014). “Numerical modeling of buckling failure in a mine slope.” Revista Escola de Minas, Escola de Minas, Vol. 67, No. 1, pp. 81-86.DOI
21 
Stead, D. and Eberhardt, E. (1997). “Developments in the analysis of footwall slopes in surface coal mining.” Engineering Geology, Vol. 46, No. 1, pp. 41-61. 10.1016/s0013-7952(96)00084-1Stead, D. and Eberhardt, E. (1997). “Developments in the analysis of footwall slopes in surface coal mining.” Engineering Geology, Vol. 46, No. 1, pp. 41-61.DOI
22 
Tommasi, P., Campedel, P., Consorti, C. and Ribacchi, R. (2008). “A discontinuous approach to the numerical modelling of rock avalanches.” Rock Mechanics and Rock Engineering, Vol. 41, No. 1, pp. 37-58. 10.1007/s00603-007-0133-zTommasi, P., Campedel, P., Consorti, C. and Ribacchi, R. (2008). “A discontinuous approach to the numerical modelling of rock avalanches.” Rock Mechanics and Rock Engineering, Vol. 41, No. 1, pp. 37-58.DOI
23 
Tommasi, P., Verrucci, L., Campedel, P., Veronese, L., Pettinelli, E. and Ribacchi, R. (2009). “Buckling of high natural slopes: The case of Lavini di Marco (Trento-Italy).” Engineering Geology, Vol. 109, No. 1-2, pp. 93-108. 10.1016/j.enggeo.2009.02.002Tommasi, P., Verrucci, L., Campedel, P., Veronese, L., Pettinelli, E. and Ribacchi, R. (2009). “Buckling of high natural slopes: The case of Lavini di Marco (Trento-Italy).” Engineering Geology, Vol. 109, No. 1-2, pp. 93-108.DOI
24 
Wang, W., Chigira, M. and Furuya, T. (2003). “Geological and geomorphological precursors of the Chiu-fen-erh-shan landslide triggered by the Chi-chi earthquake in Central Taiwan.” Engineering Geology, Vol. 69, No. 1-2, pp. 1-13. 10.1016/S0013-7952(02)00244-2Wang, W., Chigira, M. and Furuya, T. (2003). “Geological and geomorphological precursors of the Chiu-fen-erh-shan landslide triggered by the Chi-chi earthquake in Central Taiwan.” Engineering Geology, Vol. 69, No. 1-2, pp. 1-13.DOI