DISCUSSIONS AND CLOSURES
Sep 1, 1995
Discussion of “Drained Residual Strength of Cohesive Soils” by Timothy D. Stark and Hisham T. Eid
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Volume 121, Issue 9
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References
1.
Maksimović, M. (1988). “General slope stability software package for micro‐computers.” 6th Int. Conf. on Numerical Methods in Geomech., Innsbruck 3, 2145–2150.
2.
Maksimović, M. (1989). “Nonlinear failure envelope for soils.” J. Geotech. Engrg., ASCE, 115(4), 581–586.
3.
Maksimović, M. (1989). “Nonlinear failure envelope for coarse‐grained soils.” Proc. 12th Int. Conf. SMFE, Rio de Janeiro, SMFE, 731–734.
4.
Maksimović, M. (1992). “New description of the shear strength for rock joints.” Rock Mech. and Rock Engrg., 25(4), 275–284.
5.
Maksimović, M. (1993). “Nonlinear failure envelope for the limit state design.” Int. Symp. Limit Slate Design in Geotech. Engrg., Copenhagen, 131–140.
Information & Authors
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Published In
Journal of Geotechnical Engineering
Volume 121 • Issue 9 • September 1995
Pages: 670 - 672
Copyright
Copyright © 1995 ASCE.
History
Published online: Sep 1, 1995
Published in print: Sep 1995
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Authors
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Milan Maksimović
Prof. of Geotech. Engrg., Civ. Engrg. Dept., Univ. of Beograd, Bul. Revolucije 73, 11000 Beograd, Yugoslavia.
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