1 |
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
|
2 |
Kanatani, K.-I., 1984, Distribution of directional data and fabric tensors. lnt. J. Engng Sci., 22, 149-164
DOI
ScienceOn
|
3 |
Horino, F.G. and M.L. Ellickson, 1970, A method of estimating strength of rock containing planes of weakness. U.S. Bureau of Mines Report of Investigation, R.I. 7449
|
4 |
McLamore, R. and K.E. Gray, 1967, The mechanical behaviour of anisotropic sedimentary rocks. Trans. Am. Soc. Mech. Engrs Series B, 62-76
|
5 |
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
|
6 |
Press, W.H., S.A. Teukolsky, W.T. Vetterling and B.P. Flannery, 1992, Numerical recipes in Fortran. Cambridge University Press
|
7 |
Jaeger, J.C., 1960, Shear failure of anisotropic rocks. Geologic Magazine, 97, 65-72
DOI
|
8 |
Hoek, E., and E.T. Brown, 1980, Underground excavations in rock. London: Institution of Mining and Metallurgy
|
9 |
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
|
10 |
Hoek, E. 1983, Strength of jointed rock masses. Geotechnique, 33(3), 187-223
DOI
|
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
|