New description of the shear strength for rock joints

Author:

Maksimović M.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference10 articles.

1. 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.

2. 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.

3. Maksimović, M. (1979): Limit equilibrium for nonlinear failure envelope and arbitrary slip surface. 3rd Int. Conf. Numerical Methods in Geomechanics, Aachen, 769–777.

4. Maksimović, M. (1988): General slope stability software package for microcomputers, 6th Int. Conf. Numerical Methods in Geomechanics, Vol. 3, Innsbruck, 2145–2150.

5. Maksimović, M. (1989a): Nonlinear failure envelope for soils. J. Geotechn. Engng. 115 (4), 581–586.

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