1 |
Han, J. and Um, J. (2015) Characteristics of block hydraulic conductivity of 2-D DFN system according to block size and fracture geometry, Tunnel & Underground Space. v.25, p.450-461.
DOI
|
2 |
Han, J. and Um, J. (2016a) Effect of joint aperture variation on hydraulic behavior of the 2-D DFN system. Tunnel & Underground Space. v.26, p.283-292.
DOI
|
3 |
Han, J. and Um, J. (2016b) Effect of joint orientation distribution on hydraulic behavior of the 2-D DFN system. Economic and Environmental Geology. v.49, p.31-41.
DOI
|
4 |
Heo, I., Um, J., Kim, Y., Kim, K.H. and Lee, Y.K. (2006) A case study on stochastic fracture network modeling for rock slopes of Busan-Ulsan highway(Reach 5). The Journal of Engineering Geology. v.16, p.337-349.
|
5 |
Kulatilake, P.H.S.W., Wathugala, D.N. and Stephansson, O. (1993) Joint network modeling with a validation exercise in Stripa Mine, Sweden. Int. J. Rock Mech. Min. Sci. & Geomech Abstr. v.30, p.503-526.
DOI
|
6 |
Kulatilake, P.H.S.W., Chen, J., Teng, J. Shufang, X. and Pan, G. (1996) Discontinuity geometry characterization for the rock mass around a tunnel close to the permanent shiplock area of the Three Gorges dam site in China. Int. J. Rock Mech. and Min Sci. v.33, p.255-277.
DOI
|
7 |
Kulatilake, P.H.S.W., Um, J., Wang, M. and Escandon, R.F. (2003) Stochastic fracture geometry modeling in 3-D including validations for a part of Arrowhead East tunnel site, California, USA. Engineering Geology. v.70, p.131-155.
DOI
|
8 |
Priest, S.D. (1993) Discontinuity analysis for rock engineering. London: Chapman & Hall. 473p.
|
9 |
Priest, S.D. and Hudson, J. (1981) Estimation of discontinuity spacing and trace length using scanline surveys. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. v.18, p.183-197.
DOI
|
10 |
Um, J., Cho, T. and Kwon, S.J. (2006) A study on the quantified criteria in determining the structural domain of fractured rock mass. Tunnel & Underground Space. v.16, p.1-12.
|