Longitudinal Arching Characteristics Around the Face of a Soil-Tunnel with Crown and Face-Reinforcement |
Kwon Oh-Yeob
(School of Dept. of Civil Engrg., Koonkuk Univ.)
Choi Yong-Ki (Chairman, soil Co. Ltd.) Lee Sang-Duk (School of Dept. of Environmental & Urban Engrg. Ajou Univ.) Kim Young-Gun (Busan Cable Tunnel Const., Korea Electronic Power Copr.) |
1 | Gnilsen, R. (1989), Numerical Analysis, Underground Structures Design and Instrumentation, Elsevier, Developments in Geotechnical Engineering, 59A, pp.84-128 |
2 | Terzaghi, K. (1943), Theoretical Soil Mechanics, John Wiley&Sons, Inc. New York, pp.66-77 |
3 | 유충식, 신승우, 김영준, 김연정 (1995), '3차원 유한요소해석에의한 Umbrella Arch 공법으로 보강된 터널의 거동해석', 한국지반공학회, '95가을학술발표회 논문집, Vol.II, pp.11-16 |
4 | Walter W. (1990), Rock Mechanics : Theory and Applications with Case Histories, Springer-Verlag, pp.444-471 |
5 | Broms, B. B. and Bennemak, H. (1967), 'Stability of Clay at Vertical Openings', Journal of the Soil Mechanics and Foundations Division, ASCE, Vol.93, No.SM1, pp.71-95 |
6 | 이인모 (2001), 암반역학의 원리, SeaRon Publishing Co., pp. 334 |
7 | 윤성현, 임종철, 강희준, 오명령 (1999), '얕은 터널에서 강관의 보강형식에 따른 효과에 관한 연구', 대한토목학회, 1999년도 학술발표회 논문집(II), pp.553-556 |