-
1
-
-
0018002786
-
The shear strength of unsaturated soils
-
Fredlund, D.G., Morgenstern, N.R. and Widger, R.A. (1978). "The shear strength of unsaturated soils." Canadian Geotechnical Journal, 15(3): 313-321.
-
(1978)
Canadian Geotechnical Journal
, vol.15
, Issue.3
, pp. 313-321
-
-
Fredlund, D.G.1
Morgenstern, N.R.2
Widger, R.A.3
-
2
-
-
0030157748
-
Relationship of the unsaturated soil shear strength to the soil-water characteristic curve
-
Fredlund, D.G., Xing, A., Fredlund, M.D. and Barbour, S.L. (1996). "Relationship of the unsaturated soil shear strength to the soil-water characteristic curve." Canadian Geotechnical Journal, 33(3): 440-448.
-
(1996)
Canadian Geotechnical Journal
, vol.33
, Issue.3
, pp. 440-448
-
-
Fredlund, D.G.1
Xing, A.2
Fredlund, M.D.3
Barbour, S.L.4
-
3
-
-
33845544757
-
Evaluation of empirical procedures for predicting the shear strength of unsaturated soils
-
Garven, E. and Vanapalli, S.K. (2006). "Evaluation of empirical procedures for predicting the shear strength of unsaturated soils." Proc. 4th Int. Conf. on Unsaturated Soils, ASCE, Carefree, 147(2): 2570-2581.
-
(2006)
Proc. 4th Int. Conf. on Unsaturated Soils, ASCE, Carefree
, vol.147
, Issue.2
, pp. 2570-2581
-
-
Garven, E.1
Vanapalli, S.K.2
-
4
-
-
33846872151
-
Modified ring shear apparatus for unsaturated soils testing
-
Infante Sedano, J.Á., Vanapalli, S.K. and Garga, V.K. (2007). "Modified ring shear apparatus for unsaturated soils testing." Geotechnical Testing Journal, ASTM, 30(1): 1-12.
-
(2007)
Geotechnical Testing Journal, ASTM
, vol.30
, Issue.1
, pp. 1-12
-
-
Sedano, J.I.Á.1
Vanapalli, S.K.2
Garga, V.K.3
-
5
-
-
77953959106
-
Influence of rain infiltration on the stability of compacted soil slopes
-
Oh, W.T. and Vanapalli, S.K. (2010). "Influence of rain infiltration on the stability of compacted soil slopes." Computers and Geotechnics, 37(5): 649-657.
-
(2010)
Computers and Geotechnics
, vol.37
, Issue.5
, pp. 649-657
-
-
Oh, W.T.1
Vanapalli, S.K.2
-
6
-
-
0020642471
-
Lateral earth pressure in expansive clay soils
-
Pufahl, D.E., Fredlund, D.G. and Rahardjo, H. (1983). "Lateral earth pressure in expansive clay soils." Canadian Geotechnical Journal, 20(2): 228-241.
-
(1983)
Canadian Geotechnical Journal
, vol.20
, Issue.2
, pp. 228-241
-
-
Pufahl, D.E.1
Fredlund, D.G.2
Rahardjo, H.3
-
9
-
-
0004016529
-
-
(2nd ed.), John Wiley, New York, London, Sydney
-
Terzaghi, K. and Peck, R.B. (1967). Soil Mechanics in Engineering Practice (2nd ed.), John Wiley, New York, London, Sydney.
-
(1967)
Soil Mechanics in Engineering Practice
-
-
Terzaghi, K.1
Peck, R.B.2
-
10
-
-
32944474861
-
Shear strength and pore-water pressure characteristics during constant water content triaxial tests
-
Thu, T.M., Rahardjo, H. and Leong, E-C. (2006). "Shear strength and pore-water pressure characteristics during constant water content triaxial tests." Journal of Geotechnical and Geoenvironmental Engineering, 132(3): 411-419.
-
(2006)
Journal of Geotechnical and Geoenvironmental Engineering
, vol.132
, Issue.3
, pp. 411-419
-
-
Thu, T.M.1
Rahardjo, H.2
Leong, E.-C.3
-
11
-
-
79952297979
-
Shear strength of unsaturated soil and its influence on slope stability
-
Tomboy, V., Whenham, V. and De Vos, M. (2008). "Shear strength of unsaturated soil and its influence on slope stability." Proc. 1st European Conference on Unsaturated Soils, Durham: 459-464.
-
(2008)
Proc. 1st European Conference on Unsaturated Soils, Durham
, pp. 459-464
-
-
Tomboy, V.1
Whenham, V.2
De Vos, M.3
-
12
-
-
0030157621
-
Model for the prediction of shear strength with respect to soil suction
-
Vanapalli, S.K., Fredlund, D. G., Pufahl, D. E. and Clifton, A. W. (1996). "Model for the prediction of shear strength with respect to soil suction." Canadian Geotechnical Journal, 33(3): 379-392.
-
(1996)
Canadian Geotechnical Journal
, vol.33
, Issue.3
, pp. 379-392
-
-
Vanapalli, S.K.1
Fredlund, D.G.2
Pufahl, D.E.3
Clifton, A.W.4
-
13
-
-
84876957299
-
Influence of soil suction on trench stability
-
Whenham, V., De Vos, M., Legrand, C., Charlier, R. and Verbrugge, J.-C. (2007). "Influence of soil suction on trench stability." Proc. 2nd Int. Conf. on Mechanics of Unsaturated Soils. Weimar: 495-501.
-
(2007)
Proc. 2nd Int. Conf. on Mechanics of Unsaturated Soils. Weimar
, pp. 495-501
-
-
Whenham, V.1
De Vos, M.2
Legrand, C.3
Charlier, R.4
Verbrugge, J.-C.5
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