All Issue

2006 Vol.8, Issue 2 Preview Page
30 June 2006. pp. 183-196
Abstract
References
1
1.김대영(2001), 절리면 거칠기에 따른 암석의 전단거동, 박사학위 논문, 한양대학교.
2
2.김해경, 김태수(2003), 시계열분석과 예측이론, 경문사, 서울.
3
3.이상돈(1990), 절리면의 거칠기에 따른 암석의 전단강도 및 변형 특성에 관하여, 석사학위논문, 석울대학교.
4
4.이채욱(1999), (최신)디지털신호처리, 북스힐, 서울.
5
5.홍은수. (2005), 거칠기의 발현 특성에 의한 암석 절리 거칠기의 특성화, 박사학위논문, 고려대학교.
6
6.홍은수, 남석우, 이인모(2005), “암석 절리면 거칠기의 정량화에 대한 연구 (I) - 문제점의 규명 -”, 터널기술, Vol. 7, No. 4, pp. 269-283.
7
7.홍은수, 이주공, 이종섭, 이인모(2006), “암석 절리면 거칠기 과소평가의 개선을 위한 새로운 측정방법의 적용”, 대한토목학회논문집, 제26권, 제2C호, pp. 133-142.
8
8.Barton, N.R.(1973), “Review of a new shear- strength criterion for rock joints”, Engrg. Geol., Vol. 7, pp. 287-332.
9
9.Barton, N.R,(1976), “The shear strength of rock and rock joints”, Int. J. Rock Mech. Min. Sci. Geomech. Abstr., Vo. 13, No. 9, pp. 255-279.
10
10.Barton, N.R., Bandis, S.C., and Bakhtar, K. (1985), “Strength, deformation and conducti-vity coupling of rock joints”, Int. J. Rock Mech. Min. Sci. Geomech. Abstr., Vol. 22, pp. 121-140.
11
11.Boothroyd, G. and Knight, W.A.(1989), Fu-ndamentals of machining and machine tools, 2nd ed, MARCEL DEKKER, Inc.
12
12.Brown, S.R., and Scholz C.H.(1985), “Broad bandwidth study of the topography of natural rock surfaces”, J. Geophys. Res., Vol. 90, No. B14, pp. 125754-125782.
13
13.Carr, J. R., and Warriner, J. B.(1989), “Relat-ionship between the fractal dimension and joint roughness coefficient”, Bull. Assoc. Engrg. Geol., Vol. 26, pp. 253-264.
14
14.Hong, E.S., Lee, J.S., Shin, H.S., and Lee, I.M.(2006), “Characteristics of roughness mo-bilization”, 4th Asian Rock Mechanics Sy-mposium, Singapore.(to be published).
15
15.Huang, T.H., and Doong, Y.S.(1990), “Aniso-tropic shear strength of rock joints”, Proc.
16
the Int. Symp. on Rock Joints, Leon, Norway, pp.211-218.
17
16.ISRM(1981), “Suggested method for the qu-antitative description of discontinuities in rock masse”, Rock Characterization Testing and Monitoring, Pergamon press, Oxford, pp. 3-52.
18
17.Kulatilake, P.H.S.W., Shou, G., and Huang, T.H. (1995), “Spectral-based peak-shear-strength cri-terion for rock joints”, J. Geotech. Engrg., pp. 789-796.
19
18.Lee, Y.H., Carr, J.R., Barr, D.J., and Hass, C.J. (1990), “The fractal dimension as a measure of the roughness of rock discontinuity profile”, Int. J. Rock Mech. Min. Sci. Geomech. Abstr., Vol. 27, pp. 453-464.
20
19.Maerz, N.H., Franklin, J.A., and Bennett, C.P. (1990), “Joint roughness measurement using sha-dow profilometry”, Int. J. Rock Mech. Min. Sci. Geomech. Abstr., Vol. 27, pp. 329-343.
21
20.Miller, S.M., Mcwilliams, P.C., and Kerkering, J.C. (1990), “Ambiguities in estimating fractal dimen-sions of rock fracture surfaces”, Proc. Rock Mech. Contribution and Challenges, Hustruid and John-son (eds), pp. 471-478.
22
21.Reich, C., Ritter R., and Thesing, J.(2000), “3-D shape measurement of complex objects by combining photogrammetry and fringe projection”, Opt. Engrg., Vol. 39, No. 1, pp. 224-231.
23
22.Santamarina, J.C., and Fratta, D.(1998), Intro-duction to discrete signals and inverse problems in civil engineering, ASCE press, Virginia.
24
23.The Mathworks Inc.(2000), MATLAB Ver. 6.0, MA. U.S.A.
25
24.Tse, R., and Cruden, D.M.(1979), “Estimating jo-int roughness coefficients”, Int. J. Rock Mech. Min. Sci. Geomech. Abstr., Vol. 16, pp. 303-307.
Information
  • Publisher :Korean Tunneling and Underground Space Association
  • Publisher(Ko) :한국터널지하공간학회
  • Journal Title :Journal of Korean Tunnelling and Underground Space Association
  • Journal Title(Ko) :한국터널지하공간학회 논문집
  • Volume : 8
  • No :2
  • Pages :183-196