1 |
유충식, 신형강, 2000, 모형실험에 의한 수평보강재로 보강된 터널 막장의 거동 분석, 터널기술, Vol.3., No.2, 32-40
|
2 |
Isamu Otuka, Tomoyuki Aoki, Satoshi Ogawa, Yasuki Adachi, Takao Tanaka, 2003, Three dimensional excavation analyses for effects of rock reinforcement by means of long faceboltiong, Proceeding of tunnel engineering, JSCE. Vol.13. 135-140
|
3 |
Shoushi Nishizaki, Tohru Haba, Tadashi Okabe, 2002, Application tend of long length facebolting and analytical study of its behaviour characteristics. Proceeding of tunnel engineering, JSCE. Vo1.12. 131-136
|
4 |
Toshiaki Ishimura, Hideto Mashimo, Hideto Mayumi, Kunino Hujii, 1998, A 3-dimensional excavation model test about the effect of a tunnel prelining for the restraint of the ground deformation, Proceeding of tunnel engineering, JSCE, Vol.8 199-204
|
5 |
Yoshie Nishimura., 2004, Evaluation on the long length face bolting by measurement and analysis, Proceeding of tunnel engineering, JSCE. Vo1.l4. 231-235
|
6 |
D.Peila, P.P.Oreste & S.Pelizza, 1996, Study of the influence of sub-horizontal fiber glass pipes on the stability of a tunnel, North American Tunnelling96, 425-432
|
7 |
Yoshio Mitarai, 2003, 산악터널에서의 장척볼트의 작용 효과와 적용성에 관한 연구. Ph.D. thesis, University of Osaka
|
8 |
Sakurou Murayama, 1966, 기계화 실드의 굴착성능에 관한 토질역학적 고찰, 제1회 토질공학연구발표회, 75-78
|
9 |
C.S.Yoo, K.H.Yang, 2001. Laboratory investigation of behaviour of tunnel face reinforced with longitudinal pipes, AITES-ITA 2001 World Tunnel Congress, Milano, Vol III. 757-764
|
10 |
남기천, 허영, 유광호, 2001, 파쇄대 암반에서 얕은 심도의 터널 굴착시 막장보강 효과에 관한 연구, 터널기술, Vol.5, No.4, 323-335
|
11 |
Geofronte 연구회, 2000, 장척 막장볼트의 시공실적 조사와 분석, 174-225
|
12 |
Isamu OHTSUKA, Tomoyuki AOKI, Tadashi OKABE, Shingo MORITO, 2006, Study on performance and application range of long face bolts, Proceedings of the 35th Symposium on Rock Mechanics, JSCE. 41-46
|
13 |
道廣一利, 2002, 막장볼트의 효과를 3차원 FEM으로 해석, 터널과 지하, Vol.33, No.5, pp.43
|