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Barla G., Forlati, F., Zaninetti, A. (1985): Shear behavior of filled discontinuities. In: Proc., Int. Symp. on Fundamentals of Rock Joints, Bjorkliden, Centek publ., Luleå, 163–172.
Goldstein, M., Goosev, B., Pyrogorsky, N., Tulinov, R., Turovskaya, A. (1966): Investigation of mechanical properties of cracked rock. In: Proc., 1st Int. Congr. Int. Soc. Rock Mech., Lisbon, Vol. 1, 521–524.
Maksimović, M. (1979): Limit equilibrium for nonlinear failure envelope and arbitrary slip surface. 3rd Int. Conf. Numerical Methods in Geomechanics, Aachen, 769–777.
Maksimović, M. (1988): General slope stability software package for microcomputers, 6th Int. Conf. Numerical Methods in Geomechanics, Vol. 3, Innsbruck, 2145–2150.
Maksimović, M. (1989a): Nonlinear failure envelope for soils. J. Geotechn. Engng. 115 (4), 581–586.
Maksimović, M. (1989b): On the residual shearing strength of clays. Geotechnique 39 (2), 347–351.
Maksimović, M. (1989c): Nonlinear failure envelope for coarse-grained soils. 12th Int. Conf. SMFE, Rio de Janeiro, Vol. 1, 731–734.
Newland, P. L., Allely, B. H. (1957): Volume changes in drained triaxial tests on granular materials. Geotechnique 7, 17–34.
Nilsen, B. (1985): Shear strength of rock joints at low normal stresses — a key parameter for evaluating rock slope stability. In: Proc., Int. Symp. on Fundamentals of Rock Joints, Bjorkliden, Centek publ., Luleå, 487–494.
Patton, F. D. (1966): Multiple modes of shear failure in rock. In: Proc., 1st Int. Cong. Rock Mech., Lisbon, Vol. 1, 509–513.
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Maksimović, M. New description of the shear strength for rock joints. Rock Mech Rock Engng 25, 275–284 (1992). https://doi.org/10.1007/BF01041808
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DOI: https://doi.org/10.1007/BF01041808