1 |
Chun, B. S. and Shin, Y. W., 2004, Application of counterweight fill to insure slope stability near the tunnel entrance, Annual Conference of the Korean Geo-Environmental Society, September, Cheongju, Korea (in Korean with English abstract).
|
2 |
Abramson, L. W., Lee, T. S., Sharma, S., and Boyce, G. M., 2002, Slope stability and stabilization methods, John Wiley & Sons, 736p.
|
3 |
Baek, Y., Koo, H. B., and Yoo, K. J., 2002, A study on the stability analysis and countermeasure of tunnel portal failure slope - in Suanbo hot springs 1 and 2 tunnel failure site, The Journal of Engineering Geology, 12(4), 367-378 (in Korean with English abstract).
|
4 |
Barton, N., 1973, Review of a new shear-strength criterion for rock joints, Engineering Geology, 7(4), 287-332.
DOI
|
5 |
Collins, B. and Znidarcic, D., 2004, Stability analyses of rainfall induced landslides, Journal of Geotechnical and Geoenvironmental Enginnering, 130(4), 362-372.
DOI
|
6 |
Fuchsberger, M., 2008, Slope failure at a major cut for a motorway in Austria - Its cause and its stabilisation, From Research to Practice in Geotechnical Engineering, 616-625.
|
7 |
Goodman, R. and Kieffer, D., 2000, Behavior of rock in slopes, Journal of Geotechnical and Geoenvironmental Enginnering, 126(8), 675-684.
DOI
|
8 |
Jang, J. H., 2013, The applicability of the pressure type nailing method to prevent the collapse of the cut slope, MSc thesis, Kyunggi University, 73p (in Korean).
|
9 |
Kim, Y. J., Lee, Y. H., Kim, S. K., and Kim, J. H., 2006, Case study on failure of rock slope caused by filling material of clay, Tunnel & Underground Space, 16(5), 368-376 (in Korean with English abstract).
|
10 |
Jiaoa, J. J., Wangb, X. S., and Nandy, S., 2005, Confined groundwater zone and slope instability in weathered igneous rocks in Hong Kong, Engineering Geology, 80(1-2), 71-92.
DOI
|
11 |
Kim, H., Lim, D. H., Park, S. H., Yoon, H. D., Lee, H. G., and Kang, M. G., 2004, The case study of slope failure on tunnel portal, Annual Conference of the Korean Society of Civil Engineers, December 16, Seoul, Korea, 109-121 (in Korean with English abstract).
|
12 |
Kim, N. Y., Kim, H. J., and Park, Y. S., 2010, A study of road tunnel exit slope collapse by Gneiss folation, Annual Conference of the Korean Geo-Environmental Society, September 2-3, Seoul, Korea, 487-496 (in Korean with English abstract).
|
13 |
Koo, H. B., Kim, S. H., Rhee, J. H., and Kim, J. H., 2008, A case study of collapse at tunnel portal adjacent to the large cut slope, Annual Conference of the Korean Society of Hazard Mitigation, Feburary 28, 573-576 (in English with Korean abstract).
|
14 |
Korea Expressway Corporation, 1997, A study on the stabilization and protection measures (II), Research Report (in Korean).
|
15 |
Kwon, O. I., Baek, Y., and Park, C. H., 2010, A case study on stability analysis of tunnel portal slope, Annual Conference of the Korean Society of Engineering Geology, April 8-9, Gyeongju, Korea, 249-253 (in Korean).
|
16 |
Kyeryong Construction Industrial co., Ltd., 2013, A report on slope stabilization near tunnel portal, April (in Korean).
|
17 |
Lee, J. Y., 2009, Causal factor analyses and reinforcement scheme of big cut slope failure: an example in Okcheon area, MSc thesis, Paichai University, 79p (in Korean).
|
18 |
Yang, H. Y., 2013, A case study on the design and construction of large cutting-slope in colluvial soil, MSc thesis, Sunchon University, 58p (in Korean with English abstract).
|
19 |
Ministry of Land, Infrastructure and Transport, 2011, Design guideline for slopes in construction project (in Korean).
|
20 |
Na, H. S., 2013, A case study on reinforcement method for failure of rock slope, MSc thesis, Chosun University, 64p (in Korean).
|
21 |
Wang, Y., 2014, The Tom Lantos tunnels at Devil's Slide Project, The longest highway tunnels in California, Challenges and Advances in Sustainable Transportation Systems, 459-466.
|