-
1
-
-
0024089305
-
Undrained Monotonicand Cyclic Strength of Sand
-
ASCE
-
Alarcon-Guzman, A., Leonards, G. A., and Chameau, J. L., 1988, "Undrained Monotonicand Cyclic Strength of Sand," Journal of Geotechnical Engineering, ASCE, Vol. 114, No. 2, pp. 1089-1109.
-
(1988)
Journal of Geotechnical Engineering
, vol.114
, Issue.2
, pp. 1089-1109
-
-
Alarcon-Guzman, A.1
Leonards, G.A.2
Chameau, J.L.3
-
2
-
-
0026358325
-
The Critical State of Sands
-
Been, K.,Jefferies, M. G., and Hachey, J., 1991, "The Critical State of Sands," Géotechnique. Vol. 41, No. 3, pp. 365-381.
-
(1991)
Géotechnique
, vol.41
, Issue.3
, pp. 365-381
-
-
Been, K.1
Jefferies, M.G.2
Hachey, J.3
-
3
-
-
0037548412
-
Discussion to 'Measurement of the shear strength of soils' by Skempton and Bishop
-
Bishop, A. W., 1950, "Discussion to 'Measurement of the shear strength of soils' by Skempton and Bishop," Géotechnique, Vol. 2, No. 1,p. 113-116.
-
(1950)
Géotechnique
, vol.2
, Issue.1
, pp. 113-116
-
-
Bishop, A.W.1
-
4
-
-
0022674149
-
The Strength and Dilatancy of Sands
-
Bolton, M. D., 1986, "The Strength and Dilatancy of Sands," Géotechnique, Vol. 36, No. 1, pp. 65-78.
-
(1986)
Géotechnique
, vol.36
, Issue.1
, pp. 65-78
-
-
Bolton, M.D.1
-
5
-
-
0002541377
-
Characteristics of Cohesionless Soils Affecting the Stability of Slopes and Earth Fills
-
January; reprinted in Contributions to Soil Mechanics (1925-1940), the Boston Society of Civil Engineers
-
Casagrande, A.,1936, "Characteristics of Cohesionless Soils Affecting the Stability of Slopes and Earth Fills," Journal of the Boston Society of Civil Engineers, January; reprinted in Contributions to Soil Mechanics (1925-1940), the Boston Society of Civil Engineers, 1948, pp. 257-276.
-
(1936)
Journal of the Boston Society of Civil Engineers
, pp. 257-276
-
-
Casagrande, A.1
-
6
-
-
0004122958
-
-
Ph.D. thesis,Harvard Soil Mechanics Series, No. 81, Harvard University, Cambridge, MA
-
Castro, G., 1969, "Liquefaction of Sands," Ph.D. thesis,Harvard Soil Mechanics Series, No. 81, Harvard University, Cambridge, MA.
-
(1969)
Liquefaction of Sands
-
-
Castro, G.1
-
8
-
-
0002604579
-
Prediction of Drained Strength of Sands from Relative Density Measurements
-
American Society for Testing and Materials, Philadelphia
-
Cornforth, D. H., 1973, "Prediction of Drained Strength of Sands from Relative Density Measurements," Evaluation of Relative Density and Its Role in Geotechnical Projects Involving Cohesionless Soils, ASTM STP 523, American Society for Testing and Materials, Philadelphia, pp. 281-303.
-
(1973)
Evaluation of Relative Density and Its Role in Geotechnical Projects Involving Cohesionless Soils, ASTM STP 523
, pp. 281-303
-
-
Cornforth, D.H.1
-
9
-
-
0030238376
-
Void Ratio Evolution Inside Shear Bands in Triaxial Sand Specimens Studied by Computed Tomography
-
Desrues, J., Chambon, R., Mokni, M., and Mazerolle, F., 1996, "Void Ratio Evolution Inside Shear Bands in Triaxial Sand Specimens Studied by Computed Tomography," Géotechnique, Vol. 46, No. 3, pp. 529-546.
-
(1996)
Géotechnique
, vol.46
, Issue.3
, pp. 529-546
-
-
Desrues, J.1
Chambon, R.2
Mokni, M.3
Mazerolle, F.4
-
11
-
-
0027802377
-
The Rankine Lecture: Liquefaction and Flow Failure during Earthquakes
-
Ishihara, K., 1993. "The Rankine Lecture: Liquefaction and Flow Failure During Earthquakes," Géotechnique, Vol. 43, No. 3, pp. 351-415.
-
(1993)
Géotechnique
, vol.43
, Issue.3
, pp. 351-415
-
-
Ishihara, K.1
-
12
-
-
0025449067
-
Minimum Undrained Strength Versus Steady-State Strength of Sands
-
Konrad, J. M., 1990, "Minimum Undrained Strength Versus Steady-State Strength of Sands," Journal of Geotechnical Engineering, Vol. 116, No. 6, pp. 948-963.
-
(1990)
Journal of Geotechnical Engineering
, vol.116
, Issue.6
, pp. 948-963
-
-
Konrad, J.M.1
-
13
-
-
0025412676
-
Analysis of Membrane Penetration in Triaxial Test
-
Kramer, S. L. and Sivaneswaran, N. D., 1990, "Analysis of Membrane Penetration in Triaxial Test," Journal of Engineering Mechanics, Vol. 116, No. 4, pp. 773-789.
-
(1990)
Journal of Engineering Mechanics
, vol.116
, Issue.4
, pp. 773-789
-
-
Kramer, S.L.1
Sivaneswaran, N.D.2
-
14
-
-
0041436001
-
Static Shear and Liquefaction Potential of Sand
-
St. Louis, MO, April 2-7
-
Lee, C. J., 1995. "Static Shear and Liquefaction Potential of Sand," Proceedings of 3rd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, St. Louis, MO, April 2-7, Vol. 1, pp. 115-118.
-
(1995)
Proceedings of 3rd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
, vol.1
, pp. 115-118
-
-
Lee, C.J.1
-
15
-
-
0019791972
-
The Steady State of Deformation
-
Poulos, S. J., 1981, "The Steady State of Deformation," Journal of Geotechnical Engineering, Vol. 107, No. GT5, pp. 553-562.
-
(1981)
Journal of Geotechnical Engineering
, vol.107
, Issue.GT5
, pp. 553-562
-
-
Poulos, S.J.1
-
16
-
-
0022267225
-
Liquefaction Evaluation Procedure
-
June
-
Poulos, S. J., Castro, G., and France, J. W., 1985, "Liquefaction Evaluation Procedure," Journal of Geotechnical Engineering, Vol. 111, No. 6, June, pp. 772-792.
-
(1985)
Journal of Geotechnical Engineering
, vol.111
, Issue.6
, pp. 772-792
-
-
Poulos, S.J.1
Castro, G.2
France, J.W.3
-
17
-
-
0001510883
-
On the Dilatancy of Media Composed of Rigid Particles in Contact. With Experimental Illustrations
-
Series 5
-
Reynolds, O., 1885, "On the Dilatancy of Media Composed of Rigid Particles in Contact. With Experimental Illustrations," Philosophical Magazine and Journal of Science, Series 5, Vol. 20. No. 127, pp. 469-481.
-
(1885)
Philosophical Magazine and Journal of Science
, vol.20
, Issue.127
, pp. 469-481
-
-
Reynolds, O.1
-
18
-
-
0031105171
-
Factors Affecting Apparent Position of Steady-State Line
-
Riemer, M. F. and Seed, R. B., 1997, "Factors Affecting Apparent Position of Steady-State Line," Journal of Geotechnical and Geoenvironmental Engineering, Vol. 123, No. 3, pp. 281-288.
-
(1997)
Journal of Geotechnical and Geoenvironmental Engineering
, vol.123
, Issue.3
, pp. 281-288
-
-
Riemer, M.F.1
Seed, R.B.2
-
19
-
-
84862766507
-
On the Yielding of Soils
-
Roscoe, K. H., Schofield, A. N., and Wroth, C. P., 1958, "On the Yielding of Soils," Géotechnique, Vol. 8, pp. 22-53.
-
(1958)
Géotechnique
, vol.8
, pp. 22-53
-
-
Roscoe, K.H.1
Schofield, A.N.2
Wroth, C.P.3
-
20
-
-
0003480661
-
-
McGraw-Hill Book Co., London
-
Schofield, A. N. and Wroth, P., 1968, Critical State Soil Mechanics, McGraw-Hill Book Co., London, p. 310.
-
(1968)
Critical State Soil Mechanics
, pp. 310
-
-
Schofield, A.N.1
Wroth, P.2
-
21
-
-
0013081734
-
Don't Use the C Word
-
August
-
Schofield, A. N., 1998, "Don't Use the C Word," Ground Engineering, August, pp. 30-32.
-
(1998)
Ground Engineering
, pp. 30-32
-
-
Schofield, A.N.1
-
22
-
-
85032650741
-
-
six seminars. Georgia Institute of Technology, Atlanta, GA, 3-5 Nov.
-
Schofield, A. N., 1999, The Original Cam Clay Model and Geotechnical Engineering Design, six seminars. Georgia Institute of Technology, Atlanta, GA, 3-5 Nov.
-
(1999)
The Original Cam Clay Model and Geotechnical Engineering Design
-
-
Schofield, A.N.1
-
24
-
-
0022236865
-
Cyclic and Monotonic Undrained Response of Saturated Sands
-
Advances in the Art of Testing Soils Under Cyclic Conditions, MI, Khosla, Ed.
-
Vaid, Y. P. and Chern, J. C., 1985, "Cyclic and Monotonic Undrained Response of Saturated Sands," Advances in the Art of Testing Soils Under Cyclic Conditions, Proceedings of a session sponsored by the Geotechnical Engineering Division in conjunction with the ASCE convention in Detroit, MI, Khosla, Ed., pp. 120-147.
-
(1985)
Proceedings of a Session Sponsored by the Geotechnical Engineering Division in Conjunction with the ASCE Convention in Detroit
, pp. 120-147
-
-
Vaid, Y.P.1
Chern, J.C.2
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