1 |
Bieniawski, Z.T., 1989, Engineering rock mass classification, New York, John Wiley and sons, 215 p.
|
2 |
Brown, E.T., 1981, Rock characterization, testing and monitoring: ISRM suggested methods, ISRM, 171-183.
|
3 |
Hoek, E., Carranza-Torres, C., Corkum, B, 2002, Hoek-Brown criterion-2002 edition, Proc. NARMS-TAC Conference, 267-273.
|
4 |
Jun, S.K., 2005, A study on design criteria of cut-slope angle, Master of Engineering Thesis, University of Seoul, 26-38 (in Korean with English abstract).
|
5 |
Korean Geotechnical Society, 2000, Rock engineering for civil engineer, GoomeeSeokwan, 678 p (in Korean).
|
6 |
Lee, S.G., Kim, H.M., Kim, S.H., 2011, Study on slope design standard and case in Korea, Slope Stability Symposium, Korean Geotechnical Society, Seoul, 117-123 (in Korean).
|
7 |
Ministry of Land, Infrastructure and Transport, 2016, Standard of slope design in construction work, 29-36 (in Korean).
|
8 |
Ministry of Land, Transport and Maritime Affairs, 2011, Standard of slope design in construction work, 29-36 (in Korean).
|
9 |
Palmstrom, A., 2005, Measurements of and correlations between block size and rock quality designation (RQD), Tunnelling and Underground Space Technology, 20(4), 362-377.
DOI
|
10 |
Bieniawski, Z.T., 1973, Engineering classification of jointed rock masses, Transportation South African Institute Civil Engineering, 15(12), 335-344.
|
11 |
Bieniawski, Z.T., 1988, The rock mass rating (RMR) system (Geomechanics Classification) in engineering practice, In: Kirkaldie, L. (Ed.), Rock Classification Systems for Engineering Purposes, ASTM International STP 984, American Society for Testing and Materials, West Conshohocken, PA, 17-34.
|
12 |
Ministry of Construction and Transportation, 2006, Standard of slope design in construction work, 117-121 (in Korean).
|