-
1
-
-
0022082462
-
A state parameter for sands
-
Been, K. and Jefferies, M. G. (1985): A state parameter for sands, Géotechnique, 35(2), 99-112.
-
(1985)
Géotechnique
, vol.35
, Issue.2
, pp. 99-112
-
-
Been, K.1
Jefferies, M.G.2
-
2
-
-
0026358325
-
The critical state of sands
-
Been, K., Jefferies, M. G. and Hachey, J. (1991): The critical state of sands, Géotechnique, 41(3), 365-381.
-
(1991)
Géotechnique
, vol.41
, Issue.3
, pp. 365-381
-
-
Been, K.1
Jefferies, M.G.2
Hachey, J.3
-
3
-
-
0003081620
-
Shear strength parameters for undisturbed and remolded soil specimens
-
Bishop, A. W. (1971): Shear strength parameters for undisturbed and remolded soil specimens, Roscoe Memorial Symp. 3-58.
-
(1971)
Roscoe Memorial Symp.
, pp. 3-58
-
-
Bishop, A.W.1
-
4
-
-
0022674149
-
The strength and dilatancy of sands
-
Bolton, M. D. (1986): The strength and dilatancy of sands, Géotechnique, 36(1), 65-78.
-
(1986)
Géotechnique
, vol.36
, Issue.1
, pp. 65-78
-
-
Bolton, M.D.1
-
5
-
-
0031194972
-
Effects of initial density on soil instability at high pressures
-
Bopp, P. A. and Lade, P. V. (1997): Effects of initial density on soil instability at high pressures, J. of Geotech. and Geoenvironmental Engrg. ASCE, 123(7), 671-677.
-
(1997)
J. of Geotech. and Geoenvironmental Engrg. ASCE
, vol.123
, Issue.7
, pp. 671-677
-
-
Bopp, P.A.1
Lade, P.V.2
-
6
-
-
0024163418
-
Induced anisotropy in cohesion-less soil: Experiments and modeling
-
Cambou, B. and Lanier, J. (1988): Induced anisotropy in cohesion-less soil: Experiments and modeling, Comput. Geotech., 6(4), 291-311.
-
(1988)
Comput. Geotech.
, vol.6
, Issue.4
, pp. 291-311
-
-
Cambou, B.1
Lanier, J.2
-
7
-
-
0031204186
-
Evaluation of the in situ state of Fraser River sand
-
Chillarige, A. V., Robertson, P. K., Morgenstern, N. R. and Christian, H. A. (1997): Evaluation of the in situ state of Fraser River sand, Can. Geotech. J., 34(4), 510-519.
-
(1997)
Can. Geotech. J.
, vol.34
, Issue.4
, pp. 510-519
-
-
Chillarige, A.V.1
Robertson, P.K.2
Morgenstern, N.R.3
Christian, H.A.4
-
8
-
-
0029478303
-
Shear wave velocity to evaluate in-situ state of cohesionless soils
-
Cunning, J. C., Robertson, P. K. and Sego, D. C. (1995): Shear wave velocity to evaluate in-situ state of cohesionless soils, Can. Geotech. J., 32, 848-858.
-
(1995)
Can. Geotech. J.
, vol.32
, pp. 848-858
-
-
Cunning, J.C.1
Robertson, P.K.2
Sego, D.C.3
-
9
-
-
0029526115
-
Theoretical investigation of the undrained stability of shallow submerged slopes
-
Di Prisco, C., Matiotti, R. and Nova, R. (1995): Theoretical investigation of the undrained stability of shallow submerged slopes, Géotechnique, 45(3), 479-496.
-
(1995)
Géotechnique
, vol.45
, Issue.3
, pp. 479-496
-
-
Di Prisco, C.1
Matiotti, R.2
Nova, R.3
-
10
-
-
0002961766
-
A mixed isotropic kinematic hardening constitutive law for sand
-
(ed. by Kolymbas, D.) Roterdam, Balkema
-
di Prisco, C., Nova, R. and Lanier, J. (1993): A mixed isotropic kinematic hardening constitutive law for sand, Modern Approaches to Plasticity (ed. by Kolymbas, D.) Roterdam, Balkema, 83-124.
-
(1993)
Modern Approaches to Plasticity
, pp. 83-124
-
-
Di Prisco, C.1
Nova, R.2
Lanier, J.3
-
11
-
-
0030649938
-
Undrained instability of very loose Hostun sand in triaxial compression and extension. Part 1: Experimental observations
-
Doanh, T., Ibraim, E. and Matiotti, R. (1997): Undrained instability of very loose Hostun sand in triaxial compression and extension. Part 1: Experimental observations, Mechanics of Cohesive Frictional Materials, 2(1), 47-70.
-
(1997)
Mechanics of Cohesive Frictional Materials
, vol.2
, Issue.1
, pp. 47-70
-
-
Doanh, T.1
Ibraim, E.2
Matiotti, R.3
-
12
-
-
0019025737
-
Undrained strength and stability analysis for a quick sand
-
Hanzawa, H. (1980): Undrained strength and stability analysis for a quick sand, Soils and Foundations, 20(2), 17-29.
-
(1980)
Soils and Foundations
, vol.20
, Issue.2
, pp. 17-29
-
-
Hanzawa, H.1
-
13
-
-
0028400250
-
Undrained cyclic and monotonic triaxial behavior of saturated loose sand
-
Hyodo, M., Tanimizu, H., Yasufuku, N. and Murata, H. (1994): Undrained cyclic and monotonic triaxial behavior of saturated loose sand, Soils and Foundations, 34(1), 19-32.
-
(1994)
Soils and Foundations
, vol.34
, Issue.1
, pp. 19-32
-
-
Hyodo, M.1
Tanimizu, H.2
Yasufuku, N.3
Murata, H.4
-
15
-
-
24744443537
-
Effect of anisotropic yielding on the flow liquefaction of loose sand
-
Imam, S. M. R., Chan, D. H., Robertson, P. K. and Morgenstern, N. R. (2002): Effect of anisotropic yielding on the flow liquefaction of loose sand, Soils and Foundations, 42(3), 33-44.
-
(2002)
Soils and Foundations
, vol.42
, Issue.3
, pp. 33-44
-
-
Imam, S.M.R.1
Chan, D.H.2
Robertson, P.K.3
Morgenstern, N.R.4
-
16
-
-
0027802377
-
Liquefaction and flow failure during earthquakes
-
Ishihara, K. (1993): Liquefaction and flow failure during earthquakes, Géotechnique, 43(3), 351-415.
-
(1993)
Géotechnique
, vol.43
, Issue.3
, pp. 351-415
-
-
Ishihara, K.1
-
17
-
-
0016477434
-
Undrained deformation and liquefaction of sand under cyclic stresses
-
Ishihara, K., Tatsuoka, F. and Yasuda, S. (1975): Undrained deformation and liquefaction of sand under cyclic stresses, Soils and Foundations, 15(1), 29-44.
-
(1975)
Soils and Foundations
, vol.15
, Issue.1
, pp. 29-44
-
-
Ishihara, K.1
Tatsuoka, F.2
Yasuda, S.3
-
18
-
-
0027444078
-
Nor-Sand: A simple critical state model for sand
-
Jefferies, M. G. (1993): Nor-Sand: a simple critical state model for sand, Géotechnique, 43(1), 91-103.
-
(1993)
Géotechnique
, vol.43
, Issue.1
, pp. 91-103
-
-
Jefferies, M.G.1
-
19
-
-
0034253972
-
Implications for critical state theory from isotropic compression of sand
-
Jefferies, M. G. and Been, K. (2000): Implications for critical state theory from isotropic compression of sand, Géotechnique, 50(4), 419-429
-
(2000)
Géotechnique
, vol.50
, Issue.4
, pp. 419-429
-
-
Jefferies, M.G.1
Been, K.2
-
20
-
-
0027387414
-
Undrained response of loosely compacted sands during monotonic and cyclic compression tests
-
Konrad, J. M. (1993): Undrained response of loosely compacted sands during monotonic and cyclic compression tests, Géotechnique, 43(1), 69-89.
-
(1993)
Géotechnique
, vol.43
, Issue.1
, pp. 69-89
-
-
Konrad, J.M.1
-
21
-
-
85039386595
-
Laboratory testing of reconstituted and in-situ frozen specimens-Syncrude tailings sand
-
Universite' Laval
-
Konrad, J. M. and Saint-Laurent, S. (1995): Laboratory testing of reconstituted and in-situ frozen specimens-Syncrude tailings sand, CANLEX Technical Report, Phase I, Activity 8C, Universite' Laval.
-
(1995)
CANLEX Technical Report, Phase I, Activity 8C
-
-
Konrad, J.M.1
Saint-Laurent, S.2
-
22
-
-
84937752753
-
Static instability and liquefaction of loose fine sandy slopes
-
Lade, P. (1992): Static instability and liquefaction of loose fine sandy slopes, J. of Geotech. Engrg., ASCE, 118(1), 51-70.
-
(1992)
J. of Geotech. Engrg., ASCE
, vol.118
, Issue.1
, pp. 51-70
-
-
Lade, P.1
-
23
-
-
0027790654
-
Initiation of static instability in the submarine Nerlerk berm
-
Lade, P. (1993): Initiation of static instability in the submarine Nerlerk berm, Can. Geotech. J., 30, 895-904.
-
(1993)
Can. Geotech. J.
, vol.30
, pp. 895-904
-
-
Lade, P.1
-
24
-
-
0031394346
-
Effects of nonplastic fines on static liquefaction of sands
-
Lade, P. V. and Yamamuro, J. A. (1997): Effects of nonplastic fines on static liquefaction of sands, Can. Geotech. J., 34(6), 918-928.
-
(1997)
Can. Geotech. J.
, vol.34
, Issue.6
, pp. 918-928
-
-
Lade, P.V.1
Yamamuro, J.A.2
-
25
-
-
0018162082
-
An experimental program to define the yield function for sands
-
Nova, R. and Wood, D. M. (1978): An experimental program to define the yield function for sands, Soils and Foundations, 18(4), 77-86.
-
(1978)
Soils and Foundations
, vol.18
, Issue.4
, pp. 77-86
-
-
Nova, R.1
Wood, D.M.2
-
26
-
-
0018654701
-
A constitutive model for sand in triaxial compression
-
Nova, R. and Wood, D. M. (1979): A constitutive model for sand in triaxial compression, Int. J. Num. Anal. Meth in Geomech., 3, 255-278.
-
(1979)
Int. J. Num. Anal. Meth in Geomech.
, vol.3
, pp. 255-278
-
-
Nova, R.1
Wood, D.M.2
-
27
-
-
0019717698
-
A unified approach to the modeling of liquefaction and cyclic mobility of sands
-
Nova, R. and Hueckel, T. (1981): A unified approach to the modeling of liquefaction and cyclic mobility of sands, Soils and Foundations, 21(4), 13-28.
-
(1981)
Soils and Foundations
, vol.21
, Issue.4
, pp. 13-28
-
-
Nova, R.1
Hueckel, T.2
-
29
-
-
0029416126
-
Compression model for cohesionless soils
-
Pestana, J. M. and Whittle, J. A. (1995): Compression model for cohesionless soils, Géotechnique, 45(4), 611-631.
-
(1995)
Géotechnique
, vol.45
, Issue.4
, pp. 611-631
-
-
Pestana, J.M.1
Whittle, J.A.2
-
30
-
-
0016363935
-
Measurement of the angle of interparticle friction
-
Procter, D. C. and Barton, R. R. (1974): Measurement of the angle of interparticle friction, Géotechnique, 24(4), 581-604.
-
(1974)
Géotechnique
, vol.24
, Issue.4
, pp. 581-604
-
-
Procter, D.C.1
Barton, R.R.2
-
33
-
-
0022265334
-
The liquefaction of sands, a collapse surface approach
-
Sladen, J. A., D'hollander, R. D. and Krahn, J. (1985): The liquefaction of sands, a collapse surface approach, Can. Geotech. J., 22, 564-578.
-
(1985)
Can. Geotech. J.
, vol.22
, pp. 564-578
-
-
Sladen, J.A.1
D'hollander, R.D.2
Krahn, J.3
-
34
-
-
0021286426
-
Undrained anisotropy and principal stress rotation in saturated sand
-
Symes, M. J., Gens, A. and Hight, D. W. (1984): Undrained anisotropy and principal stress rotation in saturated sand, Géotechnique, 34(1), 11-27.
-
(1984)
Géotechnique
, vol.34
, Issue.1
, pp. 11-27
-
-
Symes, M.J.1
Gens, A.2
Hight, D.W.3
-
35
-
-
0022236865
-
Cyclic and monotonic undrained response of saturated sands
-
Detroit, Mich.
-
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, ASCE Convention, Detroit, Mich., 120-147.
-
(1985)
Advances in the Art of Testing Soils under Cyclic Conditions, ASCE Convention
, pp. 120-147
-
-
Vaid, Y.P.1
Chern, J.C.2
-
36
-
-
0024917218
-
Preshearing and undrained response of sand
-
Vaid, Y. P., Chung, E. K. F. and Kuerbis, R. (1989): Preshearing and undrained response of sand, Soils and Foundations, 29(4), 46-61.
-
(1989)
Soils and Foundations
, vol.29
, Issue.4
, pp. 46-61
-
-
Vaid, Y.P.1
Chung, E.K.F.2
Kuerbis, R.3
-
37
-
-
0028977247
-
Liquefaction and postliquefaction behavior of sand
-
Vaid, Y. P. and Thomas, J. (1995): Liquefaction and postliquefaction behavior of sand, J. of Geotech. Engrg., 121(2), 163-173.
-
(1995)
J. of Geotech. Engrg.
, vol.121
, Issue.2
, pp. 163-173
-
-
Vaid, Y.P.1
Thomas, J.2
-
38
-
-
24744461031
-
Laboratory testing at UBC
-
dated April 1996
-
Vaid, Y. P., Sivathayalan, S., Eliadorani, A. and Uthayakumar, M. (1996): Laboratory testing at UBC, CANLEX Report dated April 1996.
-
(1996)
CANLEX Report
-
-
Vaid, Y.P.1
Sivathayalan, S.2
Eliadorani, A.3
Uthayakumar, M.4
-
39
-
-
0033508386
-
Fundamental factors affecting liquefaction susceptibility of sands
-
ed. by Lade, P. and Yamamuro, J.
-
Vaid, Y. P. and Sivathayalan, S. (1999): Fundamental factors affecting liquefaction susceptibility of sands, Physics and Mechanics of Soil Liquefaction (ed. by Lade, P. and Yamamuro, J.), 105-120.
-
(1999)
Physics and Mechanics of Soil Liquefaction
, pp. 105-120
-
-
Vaid, Y.P.1
Sivathayalan, S.2
-
41
-
-
0028669261
-
Strain softening and state parameter for sand modeling
-
Wood, D. M., Belkheir, K. and Liu, D. F. (1994): Strain softening and state parameter for sand modeling, Géotechnique, 44(2), 335-339.
-
(1994)
Géotechnique
, vol.44
, Issue.2
, pp. 335-339
-
-
Wood, D.M.1
Belkheir, K.2
Liu, D.F.3
-
44
-
-
0031391694
-
Static liquefaction of very loose sands
-
Yamamuro, J. A. and Lade, P. V. (1997): Static liquefaction of very loose sands., Can. Geotech. J., 34(6), 905-917.
-
(1997)
Can. Geotech. J.
, vol.34
, Issue.6
, pp. 905-917
-
-
Yamamuro, J.A.1
Lade, P.V.2
-
45
-
-
0026119516
-
Yield characteristics of anisotropically consolidated sand under low and high stresses
-
Yasufuku, N., Murata, H. and Hyodo, M. (1991): Yield characteristics of anisotropically consolidated sand under low and high stresses, Soils and Foundations, 31(1), 95-109.
-
(1991)
Soils and Foundations
, vol.31
, Issue.1
, pp. 95-109
-
-
Yasufuku, N.1
Murata, H.2
Hyodo, M.3
|