1 |
JTA 안전환경위원회 (1993), '터널공사의 재해 사례 조사', 터널과 지하, pp.307-313, 4월호
|
2 |
藤間 哲二 (1983), 急傾斜面の土圧計測, 東京都立大学 卒業論文. pp.2-18
|
3 |
HSE (1996), Safety of New Austrian Tunnelling Method (NATM) tunnels, pp.15-20
|
4 |
GeoFronte Research Association (1996), An concerning of Longitudinal face bolt (in japanese) pp.12-15
|
5 |
일본도로공단시험소 (1999), 터널갱구부의 사면보강에 관한 실험 보고서(1/4), pp.5-30
|
6 |
村山 朔郞. et.al (1966), '機械化シ一ルドの掘削性に関する土質力学的考察', 第1回土質工学硏究発表会, pp.75-78
|
7 |
Hideo Kinashi (2004), A study on development and effect of the longitudinal face bolt (in Japanese), Kyoto University, Ph.D Thesis
|
8 |
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, pp.41-46
|
9 |
池口正晃, ?下英人 (1997), '切羽安定化のための鏡ボルトの効果', トンネル工学硏究論文.報告集, Vol.17, pp.93-98
|
10 |
Toshiaki Ishimura, Hideto Mashimo, Hideto Mayumi, Kunino Hujii (1998), 'A 3-dimensionall excavation model test about the effect of a tunnel pre-lining for the restraint of the ground deformation', Proceeding of tunnel engineering, JSCE, Vol.8, pp.199-204
|
11 |
Pietro Lunardi (2000), 'The design and construction of tunnels using the approach based on the analysis of controlled deformation in rocks and soils', T&T International ADECO-RS Approach May, pp.3-30
|
12 |
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, pp.425-432
|
13 |
배규진, 서경원 (2000), '국내터널붕괴사례 연구', 한국지반공학회 특별세미나, pp.3-31
|