A Study on Estimating Shear Strength of Continuum Rock Slope
![]() |
Kim, Hyung-Min
(Dept. of Civil Engrg., Univ. of Seoul)
Lee, Su-gon (Dept. of Civil Engrg., Univ. of Seoul) Lee, Byok-Kyu (Saeter Tech. Co. LTD.) Woo, Jae-Gyung (Cheil Engrg. Co. LTD.) Hur, Ik (Daeryun Engrg.) Lee, Jun-Ki (Daeryun Engrg.) |
1 | Barton, N. (1995), "The Influence of joint properties in modelling jointed rock masses", Keynote lecture. In : 8th Cong. ISRM. |
2 | Bieniawski, Z.T. (1973), "Enginerring Classification of Jointed Rock Masses", Trans Safr Inst Civ Eng 15, pp.335-344. |
3 | Bieniawski, Z.T. (1993), "Classification of Rock Masses for Engineering : The RMR System and Future Trends", In Comprehensive Rock Engineering, pp.553-573. |
4 | Brown, E.T. (1981), "Rock Characterization, Testing and Monitoring-ISRM Suggested Methods", pp.71-183. |
5 | Chun, B.S., Lee, J.M., Choi, H.S., and Seo, D.D. (2003), "Numerical Study on the Tability Analysis of Rock Slope Considering Nonlinear Characteristics of Hoek-Brown Failure Criterion", Journal of The Korean Geo-Environmental Society, Vol.4, Issue 2, pp.77-9 (in Korean with English abstrat). |
6 | Hoek, E. and Bray, J.W. (1981), "Rock Slope Engineering", The Institution of Mining and Metallurgy. London. |
7 | Hoek, E. (1994), "Strength of Rock and Rock Masses", ISRM News Journal 2(2), pp.4-16. |
8 | Hoek, E. and Brown, E.T. (1980), "Empirical Strength Criterion for Rock Masses", J. Geotech. Eng. Div., pp.1013-1035. |
9 | Hoek, E. and Brown, E.T. (1997), "Practical Estimates of Rock Mass Strength", International Journal of Rock Mechanics and Mining Sciences, pp.1165-1186. DOI |
10 | Hoek, E., Carranza, T.C., and Corkum, B. (2002), "Hoek-Brown Criterion-2002 Edition", Proc. NARMS-TAC Conference, pp.267-273. |
11 | Hoek, E., Carter, T.G., and Diederichs, M.S. (2013), "Quantification of the Geological Strength Index Chart", ARMA (American Rock Mechanics Association). |
12 | Hoek, E. (2012), "Blast damage factor D", Technical note for RocNews. |
13 | Jin, K.Y. (2006), "The Evaluation for estimation method of shear strength parameters of rock masses using RMR", Kyungwon University master's thesis(in Korean with English abstrat). |
14 | Joh, J.H. (2004), "Numerical study on rock slope stability analysis by non-linear Hoek-Brown failure criterion", Han Yang University master's thesis (in Korean with English abstrat). |
15 | Jung, J.H. (2012), "A Study on stability of rock slope by shear strength", Deajeon University master's thesis (in Korean with English abstrat). |
16 | Marinos, P. and Hoek E. (2000), "GSI : A Geologically Friendly Tool for Rock Mass Strenth Estimation", GeoEng 2000, Technomic publ, pp.1422-1442. |
17 | Marinos, V., Marinos, P., and Hoek, E. (2005), "The Geological Strength Index : Applications and Limitations", Bull. Eng. Geol. Environ., pp.55-65. |
18 | Omar, T. and Sadrekarimi, A. (2015), "Effect of Triaxial Specimen Size on Engineering Design and Analysis", International Journal of Geo-Engineering, Vol.6, Paper no.5, DOI 10.1186/s40703-015-0010-7 DOI |
19 | Palmstrom, A. (2005), "Measurements of and Correlations between Block Size and Rock Quality Designation (RQD)", Tunnels and Underground Space Technology, pp.362-377. |
20 | Sonmez, H., Gokceoglu, C., and Ulusay, R. (2003), "An Application of Fuzzy Sets to the Geological Strength Index (GSI) System Used in Rock Engineering", Engineering Applications of Artificial Intelligence, Vol.16, pp.251-269. DOI |
21 | Sun, W.C., Hwang, S.H., Chung, S.K, Lee, S.K., and Han, K.C. (2001), "Correlation between the Rock Mass Classification Methods", Jounal of the Korean Geotechnical Society, Vol.17, No.4, pp. 127-134 (in Korean with English abstrat). |
22 | The Korean Geotechnical Society (2000), "Rock engineering for civil engineer", Goomiseokwan, Seoul, 678 pp. (in Korean). |
23 | Yang, K.H. (2007), "A Comparative study on stability analysis of rock-cut slope using shear strength reduction method", Sung Kyun Kwan University master's thesis (in Korean with English abstrat). |
![]() |