1 |
박철환, 2001, 이방성 암석의 탄성상수 분석연구, 터널과 지하공간 (한국암반공학회지) 11(1), 59-63
|
2 |
Amadei, B, 1988, Strength of a regularly jointed rock mass under biaxial and axisymmetric loading conditions. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. 25(1), 3-13
DOI
ScienceOn
|
3 |
Chen, C.-S., Pan, E. and Amadei, B., 1998, Determination of deformability and tensile strength of anisotropic rock using Brazilian tests. Int. J. Rock. Mech. Min. Sci. 35(1), 43-61
DOI
ScienceOn
|
4 |
Exadaktylos, G.E. and Kaklis, K.N., 2001, Application of an explicit solution for the transversely isotropic circular disc compressed diametrically. Int. J. Rock. Mech. Min. Sci. 38, 227-243
DOI
ScienceOn
|
5 |
ISRM, 1981, Rock characterization, testing and monitoring, ISRM suggested methods, E.T. Brown (Ed.), Pergamon Press Ltd
|
6 |
Jaeger, J.C., 1960, Shear failure of anisotropic rocks. Geologic Magazine, 97, 65-72
DOI
|
7 |
Donath, F.A., 1964, Strength variation and deformation behavior in anisotropic rock. In 'State of stress in the Earth's crust', W.R. Judd (Ed.), 281-298
|
8 |
Ushaksaraei, R. and S. Pietruszczak, 2002, Failure criterion for structural masonry based on critical plane approach. J. Eng. Mech. 128(7), 769-778
DOI
ScienceOn
|
9 |
Pietruszczak, S. and Z. Mroz, 2001, On failure criteria for anisotropic cohesive-frictional materials. Int. J. Numer. Anal. Meth. Goemech. 25, 509-524
DOI
ScienceOn
|
10 |
McLamore, R. and Gray, K.E., 1967, The mechanical behaviour of anisotropic sedimentary rocks. Trans. Am. Soc. Mech. Engrs Series B, 62-76
|
11 |
Pietruszczak, S., D. Lydzba, and J.F. Shao, 2002, Modelling of inherent anisotropy in sedimentary rocks. Int. J. Solids Struct. 39, 637-648
DOI
ScienceOn
|
12 |
Claesson, J. and Bohloli, B., 2002, Brazilian test: stress field and tensile strength of aniotropic rocks using an analytical solution. Int. J. Rock. Mech. Min. Sci. 39, 991-1004
DOI
ScienceOn
|
13 |
Lee, Y.-K., and Pietruszczak, S., 2008, Application of critical plane approach to the prediction of strength anisotropy in transversely isotropic rock masses. Int. J. Rock Mech. Min. Sci. 45, 513-523
DOI
ScienceOn
|
14 |
Press, W.H., S.A. Teukolsky, W.T. Vetterling and B.P. Flannery, 1992, Numerical recipes in Fortran. Cambridge University Press
|
15 |
Nova, R., 1980, The failure of tranversely isotropic rocks in triaxial compression. Int. J. Rock Mech. Min. Sci. 17, 325-332
DOI
ScienceOn
|
16 |
Nova, R. and Zaninetti, A., 1990, An investigation into the tensile behavior of a schistose rock. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. 27(4), 231-242
|
17 |
Liao, J.J., Yang, M.-T. and Hsieh, H.-Y., 1997, Direct tensile behavior of a transversely isotropic rock. Int. J. Rock. Mech. Min. Sci. 34(5), 837-849
DOI
|
18 |
Whittles, D.N., Yasar, E., Reddish, D.J. and Lloyd, P.W., 2002, Anisotropic strength and stiffness properties of some UK coal measure siltstones. Quart. J. Eng. Geol. Hydrogeol. 35, 155-166
DOI
|
19 |
이연규, 2007, 임계면법을 이용한 횡등방성 암석의 강도 예측, 터널과 지하공간 (한국암반공학회지) 17(2), 119-127
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