1 |
Barton, N., 1973, Review of a new shear strength criterion for rock joints, Engineering Geology, 7, 287-332
DOI
ScienceOn
|
2 |
Patton, F.D., 1966, Multiple modes of shear failure in rock, Proceedings of the 1st Congress of the ISRM, Lisbon, 509-513
|
3 |
Bandis, S.C., Lumsden, A.C., Barton, N., 1983, Fundamentals of rock joint deformation, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 20(6), 12 1-140
|
4 |
박병기, 2005, 암석 절리면의 동적 마찰거동 특성, 공학박사학위논문, 서울대학교
|
5 |
Ohnishi, Y., Dharmaratne, P.G.R., 1990, Shear behaviour of physical models of rock joints under constant normal stiffness conditions, Proceedings of the International Symposium on Rock Joints, Loen, Norway, Balkema, Rotterdam, 267-273
|
6 |
Lam, T.S.K, Johnston, l.W., 1985, A scanning device to quantify joint surface roughness, Geotechnical Testing Journal 8.3, 117-124
DOI
ScienceOn
|
7 |
박병기, 전석원, 2006, 진동대 시험에 의한 편평한 암석 절리면의 동적 마찰거동 특성, 터널과 지하공간(한국암반공학회지), 16.1, 58-72
과학기술학회마을
|
8 |
Goodman, R.E., 1976, Methods of Geological Engineering in Discontinuous Rocks, West Publishing Company, New York
|
9 |
Mouchaorab, S.K., Benmokrane, B., 1994, A new combined servo-controlled loading frame/directhear apparatus for the study of concrete or rock joint behavior under different boundary and loading conditions, Geotechnical Testing Journal, 17(2), 233 -242
DOI
ScienceOn
|
10 |
Jiang, Y., Xiao, J., Tanabashi, Y. and Mizokami, T., 2004, Development of an automated servoontrolled direct shear apparatus applying a constant normal stiffness condition, Int. J. Rock Mech. Min. Sci., Vol. 41, No.2., pp. 275 -286
DOI
ScienceOn
|
11 |
박병기, 이창수, 전석원, 2007, 편평한 암석절리면의 속도 의존적 전단거동 특성, 터널기술(터널공학회지) 거재예정
|
12 |
임홍래, 2004, 암반 절리의 일정 수직 강성 조건하의 전단 거동에 관한 실험적 연구, 공학석사학위논문, 서울대학교
|
13 |
Skinas, C.A., Bandis, S.C., Demiris, C.A., 1990, Experimental investigations and modelling of rock joint behavior under constant stiffuess, Proceedings of the International Symposium on Rock Joints, Loen, Norway, Balkema, Rotterdam, 301-308
|
14 |
권종찬, 2005, 전단시험방법에 따른 암석 절리면의 전단거동특성에 관한 비교연구, 공학석사학위논문, 서울대학교
|
15 |
Tse, R., Cruden, D.M., 1979, Estimating joint roughness coefficients, Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. 16, 303-307
DOI
ScienceOn
|
16 |
Seidel, J.P., Haberfield, C.M., 2002, Laboratory testing of concrete-rock joints in constant normal stiffness direct shear, Geotechnical Testing Journal, 25(4), 1-14
|
17 |
Van Sint Jan, M.L., 1990, Shear tests of model rock joints under stiff normal loading, Proceedings of the International symposium on Rock Joints, Loen, Norway, Balkema, Rotterdam, 323-327
|
18 |
Indraratna, B., Haque A. and Aziz N., 1998, Laboratory modelling of shear behaviour of soft joints under constant normal stiffness conditions, Geotechnical and Geological Engineering, 16, 1 7-44
DOI
ScienceOn
|
19 |
배기윤, 이정인, 2002, 레이저 변위계를 이용한 암석절리면의 3차원 거칠기 측정기 개발, 터널과 지하공간(한국암반공학회지) 12.4, 268-276
|
20 |
Johnston, I.W., Lam, T.S.K., Williams, A.F., 1987, Constant Normal stiffness direct shear testing for socketed pile design in weak rock, Geotechnique, 37, 83-89
DOI
ScienceOn
|