-
1
-
-
0019727592
-
Tensile strength, tension cracks and stability of slopes
-
Baker R. Tensile strength, tension cracks and stability of slopes Soils and Foundations 21 2 1981 1 17
-
(1981)
Soils and Foundations
, vol.21
, Issue.2
, pp. 1-17
-
-
Baker, R.1
-
2
-
-
85031177462
-
-
Report published by the National Building Research Institute, Haifa, Israel
-
Baker, R., 2002. The general slope stability problem. Report published by the National Building Research Institute, Haifa, Israel
-
(2002)
The General Slope Stability Problem
-
-
Baker, R.1
-
4
-
-
0020908789
-
Upper bound limit analysis of soil with non-linear failure criterion
-
Baker R. Frydman S. Upper bound limit analysis of soil with non-linear failure criterion Soils and Foundations 23 4 1983 34 42
-
(1983)
Soils and Foundations
, vol.23
, Issue.4
, pp. 34-42
-
-
Baker, R.1
Frydman, S.2
-
5
-
-
0001957351
-
Variational approach to slope stability
-
Tokyo, Japan
-
Baker, R., Garber, M., 1977. Variational approach to slope stability. In: Proceedings of the Ninth International Conference on Soil Mechanics and Foundation Engineering, Tokyo, Japan, vol. 2, pp. 65-68
-
(1977)
Proceedings of the Ninth International Conference on Soil Mechanics and Foundation Engineering
, vol.2
, pp. 65-68
-
-
Baker, R.1
Garber, M.2
-
6
-
-
0018151563
-
Theoretical analysis of the stability of slopes
-
Baker R. Garber M. Theoretical analysis of the stability of slopes Geotechnique 28 4 1978 395 411
-
(1978)
Geotechnique
, vol.28
, Issue.4
, pp. 395-411
-
-
Baker, R.1
Garber, M.2
-
9
-
-
84993995958
-
The use of the slip circle in the stability analysis of slopes
-
Bishop A.W. The use of the slip circle in the stability analysis of slopes Geotechnique 5 1 1955 7 17
-
(1955)
Geotechnique
, vol.5
, Issue.1
, pp. 7-17
-
-
Bishop, A.W.1
-
10
-
-
0004421989
-
Evaluation of variational methods in slope analysis
-
New-Delhi, India
-
Castilo, E., Luceno, A., 1980. Evaluation of variational methods in slope analysis. Proceedings of International Symposium on Landslides, New-Delhi, India, vol. 1, pp. 255-258
-
(1980)
Proceedings of International Symposium on Landslides
, vol.1
, pp. 255-258
-
-
Castilo, E.1
Luceno, A.2
-
12
-
-
0018911659
-
Application of calculus of variation to the vertical cut-off in cohesive frictionless soil
-
De Josseline De Jong G. Application of calculus of variation to the vertical cut-off in cohesive frictionless soil Geotechnique 30 1 1980 1 16
-
(1980)
Geotechnique
, vol.30
, Issue.1
, pp. 1-16
-
-
De Josseline De Jong, G.1
-
13
-
-
84994302906
-
Variational fallacy
-
De Josseline De Jong G. Variational fallacy Geotechnique 31 4 1981 289 290
-
(1981)
Geotechnique
, vol.31
, Issue.4
, pp. 289-290
-
-
De Josseline De Jong, G.1
-
14
-
-
0000852636
-
Calculations of the stability of earth dams
-
Washington, DC
-
Fellenius, W., 1936. Calculations of the stability of earth dams. Transactions of the 2nd Congress on Large Dams, Washington, DC, vol. 4, p. 445
-
(1936)
Transactions of the 2nd Congress on Large Dams
, vol.4
, pp. 445
-
-
Fellenius, W.1
-
16
-
-
0015754056
-
Slope stability computations
-
Cassagrande Volume R.C. Hirshfield, S.J. Poulos (Eds.), John Wiley and Sons
-
Janbu N. Slope stability computations Hirshfield R.C. Poulos S.J. Embankment Dam Engineering. Cassagrande Volume 1973 47-86 John Wiley and Sons
-
(1973)
Embankment Dam Engineering
, pp. 47-86
-
-
Janbu, N.1
-
17
-
-
0038496771
-
The effect of strength envelope nonlinearity on slope stability computations
-
Jiang C.J. Baker R. Yamagami T. The effect of strength envelope nonlinearity on slope stability computations Canadian Geotechnical Journal 40 2 2003 308 325
-
(2003)
Canadian Geotechnical Journal
, vol.40
, Issue.2
, pp. 308-325
-
-
Jiang, C.J.1
Baker, R.2
Yamagami, T.3
-
18
-
-
84976553811
-
Uber die brudkflachen und bruckspannungen in der erdbauter
-
Szechy, K. (Ed.) Budapest, Hungary
-
Kopacsy, J., 1955. Uber die brudkflachen und bruckspannungen in der erdbauter. In: Szechy, K. (Ed.), Gedenkbuck fur Prof. Dr. J. Jaky., Budapest, Hungary, pp. 81-99
-
(1955)
Gedenkbuck Fur Prof. Dr. J. Jaky.
, pp. 81-99
-
-
Kopacsy, J.1
-
19
-
-
0038497924
-
Three dimensional stress distribution and slip surface in earth work at rupture
-
London, England
-
Kopacsy, J., 1957. Three dimensional stress distribution and slip surface in earth work at rupture. Proceedings of the Forth International Conference on Soil Mechanics and Foundation Engineering, London, England, vol. 1, pp. 339-342
-
(1957)
Proceedings of the Forth International Conference on Soil Mechanics and Foundation Engineering
, vol.1
, pp. 339-342
-
-
Kopacsy, J.1
-
20
-
-
0037484110
-
Distribution des contraintes a la rupture forme de la surface de glissement et hauteur theorique des talus
-
Paris, France
-
Kopacsy, J., 1961. Distribution des contraintes a la rupture forme de la surface de glissement et hauteur theorique des talus. Proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering, Paris, France, vol. 2, pp. 641-650
-
(1961)
Proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering
, vol.2
, pp. 641-650
-
-
Kopacsy, J.1
-
22
-
-
85024165388
-
The analysis of the stability of general slip surface
-
Morgenstern N.R. Price V.E. The analysis of the stability of general slip surface Geotechnique 15 4 1965 289 290
-
(1965)
Geotechnique
, vol.15
, Issue.4
, pp. 289-290
-
-
Morgenstern, N.R.1
Price, V.E.2
-
24
-
-
0003681050
-
-
Cambridge, New York, New Rochelle, Melbourne, Sydney: Cambridge University Press
-
Sewell M.J. Maximum and Minimum Principles 1987 Cambridge University Press Cambridge, New York, New Rochelle, Melbourne, Sydney
-
(1987)
Maximum and Minimum Principles
-
-
Sewell, M.J.1
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