References
- Fecker, E. and Rengers, N., 1971, Measurement of large scale roughnesses of rock planes by means of profilograph and geological compass, Rock Fracture, Proc. Of Int. Symp. Rock Mech. Nancy, Vol. I, pp.18.
- Jo, H. K., 2010, An Analysis of the Weathering Intensity of Rock Surface using 3D Terrestrial Laser Scanner, Thesis, University of Seoul, pp.1-15. (in Korean with English abstract).
- International Society for Rock Mechanics (ISRM), 1978, Suggested Methods for the Quantitavtive Description of Discontinuities, in Rock Caaracterization Testing and Monitoring, Geomechnical, 1, 6-37.
- Cynthia, L. I. and Hwang, S. J., 2001, 3D body scanning systems with application to the apparel industry, Journal of Fashion Marketing and Management, 5(2), 120-132. https://doi.org/10.1108/EUM0000000007283
- Barton, N. and Bandis, S., 1990, Review of predictive capabilities of JRC- JCS model in engineering practice, Rock Joint, No.4, pp.603-610.
- Barton, N. and Choubey, V., 1977, The shear strength of rock joints in theory and practice, Rock Mechanics and Rock Engineering, 10(1-2), 121-140.
- Goodman, R. E., 1989, "Rock Mechanics Second Edition", 2nd Ed.. Wiley, New York, 5, 164-169.
- RIEGL Laser Measurement Systems, 2014, System Configuration Riegl VZ-1000 Menual, Retrieved from www.riegl.com.
- Tse, R. and Cruden, D. M., 1979, Estimating joint roughness coefficients, Int. J. Rock Mech. Min. Sci. and Geomech, Abstr. 16, 303-307. https://doi.org/10.1016/0148-9062(79)90241-9
- Hencher, S. R. and Richards, L. R., 1989, Laboratory direct shear strength of rock discontinuities at laboratory and field scale, Rock Mechanics and Rock Engineering, 48(3), 883-897. https://doi.org/10.1007/s00603-014-0633-6
- Lee, S. G. and Hencher, S. R., 2013, Assessing the stability of a geologically complex slope where storng dykes locally ACT as reinforcement, Rock Mechanics and Rock Engineering, 46, 1339-1351. https://doi.org/10.1007/s00603-013-0372-0
- Lee, S. G., Hencher, S., Kim, C. H., Jo, K. H., Woo, J. K., Kang, H. S., Jo, C. S., Huh, I. S., Kim, Y. S., Kang, D. L., Lim, B. M., Kim, H. G., Kim, J. W., Yu, Y. J., Lee, T. H., Kim, K. S., Kim, Y., Pack, S. H., Lee, Y. S., and Yu, J. W., 2016, Academic research service to identify cause of collapse of slope C-1BL Ulsan Innovation City Final Report.
- Pack, S. H., Lee, S. G., Lee, B. K., and Kim, C. H., 2015, A study on reliability of joint orientation measurements in rock slope using 3D laser scanner, Tunnel and Underground Space, 25(1), 97-106. https://doi.org/10.7474/TUS.2015.25.1.097
- Sin, S. M., 2005, Study on the analysis of discontinuity in the rock-mass by 3D laser scanner, Thesis, Pai Chai University, pp.47-624. (in Korean with English abstract).
- Ewan, V. J. and West, G., 1981, Reproducibility of joint orientation measurements in rock, Transport and Road Research Laboratory supplementary report 702, 18P, International Journal of Rock Mechanics and Mining Science and Geomechanics Abstracts, Vol. 19, Issue 4, 1982, pp.94.
-
Kveldsvik, V., Nilsen, B., Einstein, H. H., and Nadim, F., 2008, Alternative approaches for analyses of a 100,000
$m^3$ rock slide based on Barton-Bandis shear strength criterion, Landslides, 5, 161-176. https://doi.org/10.1007/s10346-007-0096-x - Rasouli, V. and Harrison, J. P., 2004, A comparison of linear profiling and an in-plane method for the analysis of rock surface geometry, Int. J. Rock Mech. Min Sci, 41(3), 161-176.
- Kim, Y., 2016, A Study on Waviness of Large Discontinuity Using 3D Laser Scanner, University Of Seoul, pp.54-76.
- Kim, Y. K., 2005, Studies on the characteristics and safety evaluation of rock slope and dam structure by terrestrial laser scanning system, Thesis, Pai Chai University, pp.4-9. (in Korean with English abstract).