-
1
-
-
0024089305
-
Undrained monotonic and cyclic strength of sands
-
Alarcon-Guzman, A., Leonards, G., and Chameau, J.L. 1988. Undrained monotonic and cyclic strength of sands. Journal of Geotechnical Engineering, ASCE, 114(10): 1089-1109.
-
(1988)
Journal of Geotechnical Engineering, ASCE
, vol.114
, Issue.10
, pp. 1089-1109
-
-
Alarcon-Guzman, A.1
Leonards, G.2
Chameau, J.L.3
-
2
-
-
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
-
3
-
-
0026358325
-
The critical state of sands
-
Been, K., Jefferies, M.G., and Hachey, J.E. 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.E.3
-
4
-
-
0003081620
-
Shear strength parameters for undisturbed and remoulded soil specimens
-
Cambridge, 29-31 March 1971. Edited by R.H.G. Parry. G.T. Foulis & Co. Ltd., Henley-on-Thames, UK
-
Bishop, A.W. 1971. Shear strength parameters for undisturbed and remoulded soil specimens. In Stress-Strain Behaviour of Soils: Proceedings of the Roscoe Memorial Symposium, Cambridge, 29-31 March 1971. Edited by R.H.G. Parry. G.T. Foulis & Co. Ltd., Henley-on-Thames, UK. pp. 3-58.
-
(1971)
Stress-Strain Behaviour of Soils: Proceedings of the Roscoe Memorial Symposium
, pp. 3-58
-
-
Bishop, A.W.1
-
6
-
-
0016623432
-
A hydraulic triaxial apparatus for controlled stress path testing
-
Bishop, A.W., and Wesley, L.D. 1975. A hydraulic triaxial apparatus for controlled stress path testing. Géotechnique, 25(4): 657-670.
-
(1975)
Géotechnique
, vol.25
, Issue.4
, pp. 657-670
-
-
Bishop, A.W.1
Wesley, L.D.2
-
7
-
-
0002541377
-
Characteristics of cohesionless soils affecting the stability of earth fills
-
Casagrande, A. 1936. Characteristics of cohesionless soils affecting the stability of earth fills. Journal of the Boston Society of Civil Engineers, 23: 257-276.
-
(1936)
Journal of the Boston Society of Civil Engineers
, vol.23
, pp. 257-276
-
-
Casagrande, A.1
-
9
-
-
0004122958
-
Liquefaction of sands
-
Ph.D. thesis, Harvard University, Cambridge, Mass. Also Harvard Soil Mechanics Series 81
-
Castro, G. 1969. Liquefaction of sands. Ph.D. thesis, Harvard University, Cambridge, Mass. Also Harvard Soil Mechanics Series 81.
-
(1969)
-
-
Castro, G.1
-
10
-
-
0036931536
-
Effect of fines on instability behaviour of loose sand
-
Chu, J., and Leong, W.K. 2002. Effect of fines on instability behaviour of loose sand. Géotechnique, 52(10): 751-755.
-
(2002)
Géotechnique
, vol.52
, Issue.10
, pp. 751-755
-
-
Chu, J.1
Leong, W.K.2
-
11
-
-
0347317959
-
Unstable behaviour of sand and its implication for slope instability
-
Chu, J., Leroueil, S., and Leong, W.K. 2003. Unstable behaviour of sand and its implication for slope instability. Canadian Geotechnical Journal, 40: 873-885.
-
(2003)
Canadian Geotechnical Journal
, vol.40
, pp. 873-885
-
-
Chu, J.1
Leroueil, S.2
Leong, W.K.3
-
12
-
-
0036741039
-
A thermomechanical analysis of a family of soil models
-
Collins, I.F., and Kelly, P.A. 2002. A thermomechanical analysis of a family of soil models. Géotechnique, 52(10): 507-518.
-
(2002)
Géotechnique
, vol.52
, Issue.10
, pp. 507-518
-
-
Collins, I.F.1
Kelly, P.A.2
-
13
-
-
0242488959
-
On the relationship between stress-dilatancy, anisotropy, and plastic dissipation for granular materials
-
Collins, I.F., and Muhunthan, B. 2003. On the relationship between stress-dilatancy, anisotropy, and plastic dissipation for granular materials. Géotechnique, 53(7): 611-618.
-
(2003)
Géotechnique
, vol.53
, Issue.7
, pp. 611-618
-
-
Collins, I.F.1
Muhunthan, B.2
-
14
-
-
0016996346
-
Rowe's stress-dilatancy relation based on friction
-
De Josselin de Jong, G. 1976. Rowe's stress-dilatancy relation based on friction. Géotechnique, 26(3): 527-534.
-
(1976)
Géotechnique
, vol.26
, Issue.3
, pp. 527-534
-
-
De Josselin de Jong, G.1
-
16
-
-
0348239842
-
Thirty-third Rankine Lecture: Liquefaction and flow failure during earthquakes
-
Ishihara, K. 1993. Thirty-third Rankine Lecture: Liquefaction and flow failure during earthquakes. Géotechnique, 43(3): 349-415.
-
(1993)
Géotechnique
, vol.43
, Issue.3
, pp. 349-415
-
-
Ishihara, K.1
-
17
-
-
0031414619
-
Plastic work and isotropic softening in unloading
-
Jefferies, M.G. 1997. Plastic work and isotropic softening in unloading. Géotechnique, 47(5): 1037-1042.
-
(1997)
Géotechnique
, vol.47
, Issue.5
, pp. 1037-1042
-
-
Jefferies, M.G.1
-
18
-
-
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
-
19
-
-
0036850677
-
Dilation in general Cambridge-type models
-
Jefferies, M.G., and Shuttle, D. 2002. Dilation in general Cambridge-type models. Géotechnique, 52(9): 625-638.
-
(2002)
Géotechnique
, vol.52
, Issue.9
, pp. 625-638
-
-
Jefferies, M.G.1
Shuttle, D.2
-
20
-
-
0033508502
-
Instability of granular materials
-
Edited by P.V. Lade and J.A. Yamamuro. A.A. Balkema, Rotterdam, The Netherlands
-
Lade, P.V. 1999. Instability of granular materials. In Physics and mechanics of soil liquefaction. Edited by P.V. Lade and J.A. Yamamuro. A.A. Balkema, Rotterdam, The Netherlands. pp. 3-16.
-
(1999)
Physics and Mechanics of Soil Liquefaction
, pp. 3-16
-
-
Lade, P.V.1
-
21
-
-
0025512206
-
Instability and plastic flow of soils. I: Experimental observations
-
Lade, P.V., and Pradel, D. 1990. Instability and plastic flow of soils. I: Experimental observations. Journal of Engineering Mechanics, ASCE, 116(11): 2532-2550.
-
(1990)
Journal of Engineering Mechanics, ASCE
, vol.116
, Issue.11
, pp. 2532-2550
-
-
Lade, P.V.1
Pradel, D.2
-
22
-
-
0034253834
-
Dilatancy for cohesionless soils
-
Li, X.S., and Dafalias, Y.F. 2000. Dilatancy for cohesionless soils. Géotechnique, 50(4): 449-460.
-
(2000)
Géotechnique
, vol.50
, Issue.4
, pp. 449-460
-
-
Li, X.S.1
Dafalias, Y.F.2
-
23
-
-
0031171020
-
A critical state two-surface plasticity model for sands
-
Manzari, M.T., and Dafalias, Y.F. 1997. A critical state two-surface plasticity model for sands. Géotechnique, 47(2): 255-272.
-
(1997)
Géotechnique
, vol.47
, Issue.2
, pp. 255-272
-
-
Manzari, M.T.1
Dafalias, Y.F.2
-
24
-
-
85133264290
-
A computer controlled hydraulic triaxial testing system
-
Edited by R.T. Donaghe, R.C. Chaney, and M.L. Silver. American Society for Testing Material (ASTM), Special Technical Publication STP 977
-
Menzies, B. 1988. A computer controlled hydraulic triaxial testing system. In Advanced triaxial testing of soil and rock. Edited by R.T. Donaghe, R.C. Chaney, and M.L. Silver. American Society for Testing Material (ASTM), Special Technical Publication STP 977, pp. 82-94.
-
(1988)
Advanced Triaxial Testing of Soil and Rock
, pp. 82-94
-
-
Menzies, B.1
-
25
-
-
0011517080
-
A constitutive model under monotonic and cyclic loading
-
Edited by G. Pande and O.C. Zienkiewicz. John Wiley & Sons Ltd., New York
-
Nova, R. 1982. A constitutive model under monotonic and cyclic loading. In Soil mechanics - transient and cyclic loads. Edited by G. Pande and O.C. Zienkiewicz. John Wiley & Sons Ltd., New York. pp. 343-373.
-
(1982)
Soil Mechanics - Transient and Cyclic Loads
, pp. 343-373
-
-
Nova, R.1
-
26
-
-
0001510883
-
On the dilatancy of media composed of rigid particles in contact, with experimental illustrations
-
Reynolds, O. 1885. On the dilatancy of media composed of rigid particles in contact, with experimental illustrations. Philosophical Magazine, 20: 469-481.
-
(1885)
Philosophical Magazine
, vol.20
, pp. 469-481
-
-
Reynolds, O.1
-
27
-
-
0002724115
-
On the generalized stress-strain behaviour of 'wet' clay
-
Edited by J. Heyman and F.A. Leckie. Cambridge University Press, London, UK
-
Roscoe, K.H., and Burland, J.B. 1968. On the generalized stress-strain behaviour of 'wet' clay. In Engineering plasticity. Edited by J. Heyman and F.A. Leckie. Cambridge University Press, London, UK. pp. 535-609.
-
(1968)
Engineering Plasticity
, pp. 535-609
-
-
Roscoe, K.H.1
Burland, J.B.2
-
28
-
-
0000738064
-
The stress-dilatancy relation for static equilibrium of an assembly of particles in contact
-
Series A
-
Rowe, P.W. 1962. The stress-dilatancy relation for static equilibrium of an assembly of particles in contact. Proceedings of the Royal Society of London, Series A, 269: 500-527.
-
(1962)
Proceedings of the Royal Society of London
, vol.269
, pp. 500-527
-
-
Rowe, P.W.1
-
29
-
-
0027790229
-
Collapse behaviour of sand
-
Sasitharan, S., Robertson, P.K., Sego, D.C., and Morgenstern, N.R. 1993. Collapse behaviour of sand. Canadian Geotechnical Journal, 30: 569-577.
-
(1993)
Canadian Geotechnical Journal
, vol.30
, pp. 569-577
-
-
Sasitharan, S.1
Robertson, P.K.2
Sego, D.C.3
Morgenstern, N.R.4
-
30
-
-
0003480661
-
Critical state soil mechanics
-
McGraw-Hill, London, UK
-
Schofield, A., and Wroth, C.P. 1968. Critical state soil mechanics. McGraw-Hill, London, UK.
-
(1968)
-
-
Schofield, A.1
Wroth, C.P.2
-
31
-
-
0028671998
-
Collapse of dry sand
-
Skopek, P., Morgenstern, N.R., Robertson, P.K., and Sego, D.C. 1994. Collapse of dry sand. Canadian Geotechnical Journal, 31: 1008-1014.
-
(1994)
Canadian Geotechnical Journal
, vol.31
, pp. 1008-1014
-
-
Skopek, P.1
Morgenstern, N.R.2
Robertson, P.K.3
Sego, D.C.4
-
32
-
-
0023524510
-
A potential systematic error in laboratory testing of very loose sands
-
Sladen, J.A., and Handford, G. 1987. A potential systematic error in laboratory testing of very loose sands. Canadian Geotechnical Journal, 24: 462-466.
-
(1987)
Canadian Geotechnical Journal
, vol.24
, pp. 462-466
-
-
Sladen, J.A.1
Handford, G.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. Canadian Geotechnical Journal, 22 564-578.
-
(1985)
Canadian Geotechnical Journal
, vol.22
, pp. 564-578
-
-
Sladen, J.A.1
D'Hollander, R.D.2
Krahn, J.3
-
34
-
-
0003930994
-
Fundamentals of soil mechanics
-
John Wiley, New York
-
Taylor, D.W. 1948. Fundamentals of soil mechanics. John Wiley, New York.
-
(1948)
-
-
Taylor, D.W.1
-
36
-
-
85040896679
-
Soil behaviour and critical state soil mechanics
-
Cambridge University Press, London, UK
-
Wood, D.M. 1990. Soil behaviour and critical state soil mechanics. Cambridge University Press, London, UK.
-
(1990)
-
-
Wood, D.M.1
-
38
-
-
0036922259
-
Non-uniqueness of flow liquefaction line for loose sand
-
Yang, J. 2002. Non-uniqueness of flow liquefaction line for loose sand. Géotechnique, 52(10): 757-760.
-
(2002)
Géotechnique
, vol.52
, Issue.10
, pp. 757-760
-
-
Yang, J.1
|