Stereo-photogrammetry Analysis for Over-break Control |
Kim, Byung-Ryeol
(강원대학교 에너지자원.산업공학부)
Jeong, Min-Su ((주)한화) Jin, Yeon-Ho ((주)한화) Choi, Sung-Oong (강원대학교 에너지자원.산업공학부) |
1 | Cho, W. J., J. H. Park and S. Kwon, 2004, Basic Design of the Small Scale Underground Research Tunnel ,KAERI/TR-2769/2004. |
2 | Han, J. H., J. J. Song and Y. D. Jo, 2009, Effect of Photographing Light Intensity on Rock Joint Survey in Mine Tunnels using Stereophotogrammetry, Tunnelling and underground space, Vol. 19, No. 6, pp. 517-525. |
3 | Jang, S. H., 2002, Characterization of stress-induced damage in rock and its application on the analysis of rock damaged zone around a deep tunnel, Ph. D Thesis, The Seoul National University, Korea |
4 | Jung, Y. H., 2006, Numerical estimation of excavation damaged zone by blasting, Ph. D Thesis, The Seoul National University, Korea. |
5 | Kang, C. W. and P. H. Ryu, 2006, A Study on the Characteristics of Blasting Vibration from Different Excavation Methods in Underground Mine, Explosives & Blasting, Vol. 24, No. 1, pp. 1-8. |
6 | Kwon, M. H., S. O. Choi and C. O. Kim, 2016, A study on stability analysis of large underground limestone openings considering excavation damaged zone, Tunnelling and underground space, Vol. 26, No. 2, pp.131-142. DOI |
7 | Kwon, S. and W. J. Cho, 2007, Investigation of excavation disturbed zone around a tunnel by blasting, Explosives & Blasting, Vol. 25, No. 1, pp. 15-29. |
8 | Kwon, S. and W. J. Cho, 2008, Investigation of the development and the effect of an excavation damaged zone at KAERI underground research tunnel, KAERI, TR-3533. |
9 | Kwon, S., C. S. Lee, S. J. Cho, S. W. Jeon and W. J. Cho, 2009, An investigation of the excavation damaged zone at the KAERI underground research tunnel, Tunnelling and underground space technology, Vol. 24, No. 1, pp.1-13. DOI |
10 | Park, S. and S. Kwon, 2017, Status of Researches of Excavation Damaged Zone in Foreign Underground Research Laboratories Constructed for Developing High-level Radioactive Waste Disposal Techniques, Explosives & Blasting, Vol. 35, No. 3, pp. 31-54. |
11 | Tsang, C. F., F. Bernier and C. Davies, 2004, Geohydromechnical processes in the excavation damaged zone in crystalline rock, rock salt, and indurated and plastic clays, Int. J. Rock Mech. Min. Sci., pp.1-40. |
12 | Tsang, C. F., F. Bernier and C. Davies, 2005, Geohydromechnical processes in the excavation damaged zone in crystalline rock, rock salt, and indurated and plastic clays-in the context of radioactive waste disposal, Int. J. Rock Mech. Min. Sci. & Geomech. Abstr., Vol. 42, No.1, pp.109-125. DOI |
13 | Verma, H. K., R. D. Dwivedi, P. P. Roy and P. K. Singh, 2016, Cause, impact and control of overbreak in underground excavations, Recent Advanced in Rock Engineering, pp. 29-34. |
14 | Olsson, M., B. Niklasson, L. Wilson and C. Andersson, 2004, Experiences of blasting of the TASQ tunnel, SKB, TR-04-73. |