-
2
-
-
0343809046
-
A critical state model for cyclic loading
-
Pande et al. (eds)
-
J. P. Carter, J. R. Booker and C. P. Wroth, 'A critical state model for cyclic loading', in Pande et al. (eds), Soil Mechanics - Transient & Cyclic Loading, 1982, pp. 219-252.
-
(1982)
Soil Mechanics - Transient & Cyclic Loading
, pp. 219-252
-
-
Carter, J.P.1
Booker, J.R.2
Wroth, C.P.3
-
3
-
-
0019728735
-
An anisotropic, critical state model for soils subject to cyclic loding
-
Z. Mroz, V. A. Norris and O. C. Zienkiewicz, 'An anisotropic, critical state model for soils subject to cyclic loding', Géotechnique, 31(4), 451-469 (1981).
-
(1981)
Géotechnique
, vol.31
, Issue.4
, pp. 451-469
-
-
Mroz, Z.1
Norris, V.A.2
Zienkiewicz, O.C.3
-
5
-
-
0030151705
-
Disturbed state constitutive modelling based on stress-strain and non-destructive behaviour
-
C. S. Desai and J. Toth, 'Disturbed state constitutive modelling based on stress-strain and non-destructive behaviour', Int. J. Solids Struct, 33(11), 1619-1650 (1996).
-
(1996)
Int. J. Solids Struct
, vol.33
, Issue.11
, pp. 1619-1650
-
-
Desai, C.S.1
Toth, J.2
-
6
-
-
0002124569
-
A rule for anisotropic hardening
-
A. Baltov and A. Sawczuk, 'A rule for anisotropic hardening', Acta Mech., I/2, pp. 81-92 (1965).
-
(1965)
Acta Mech.
, vol.1
, Issue.2
, pp. 81-92
-
-
Baltov, A.1
Sawczuk, A.2
-
8
-
-
84986777426
-
On a class of models for the yielding behaviour of continuous and composite systems
-
W. D. Iwan, 'On a class of models for the yielding behaviour of continuous and composite systems', J. Appl. Mech., Trans. ASCE, 34, 612-617 (1967).
-
(1967)
J. Appl. Mech., Trans. ASCE
, vol.34
, pp. 612-617
-
-
Iwan, W.D.1
-
9
-
-
0000836355
-
An attempt to describe the behaviour of metal under cyclic loads using a more general workhardening model
-
Z. Mroz, 'An attempt to describe the behaviour of metal under cyclic loads using a more general workhardening model', Acta Mech., 2, 199-212 (1969).
-
(1969)
Acta Mech.
, vol.2
, pp. 199-212
-
-
Mroz, Z.1
-
10
-
-
0022267208
-
Plasticitiy and constitutive relations in soil mechanics
-
ASCE
-
R. F. Scott, 'Plasticitiy and constitutive relations in soil mechanics', J. Geotech. Engng., ASCE, 111(5), 563-605 (1985).
-
(1985)
J. Geotech. Engng.
, vol.111
, Issue.5
, pp. 563-605
-
-
Scott, R.F.1
-
11
-
-
0024821711
-
A new double hardening model for soils under cyclic loding
-
Pietruszczak et al. (eds)
-
Y. Meimon and C. Tan, 'A new double hardening model for soils under cyclic loding', in Pietruszczak et al. (eds), Numerical Models in Geomechanics NUMOG III, 1989 pp. 28-35.
-
(1989)
Numerical Models in Geomechanics NUMOG
, vol.3
, pp. 28-35
-
-
Meimon, Y.1
Tan, C.2
-
12
-
-
0019573120
-
Constitutive equations of elastoplastic materials with anisotropic hardening and elastic-plastic translation
-
ASME
-
K. Hashiguchi, 'Constitutive equations of elastoplastic materials with anisotropic hardening and elastic-plastic translation', J. Appl. Mech., ASME, 48, 297-301 (1981).
-
(1981)
J. Appl. Mech.
, vol.48
, pp. 297-301
-
-
Hashiguchi, K.1
-
13
-
-
0024072005
-
Critical state models in computational geomechanics
-
A. Gens and D. M. Potts, 'Critical state models in computational geomechanics', Engng. Comput., 5, 178-197 (1998).
-
(1998)
Engng. Comput.
, vol.5
, pp. 178-197
-
-
Gens, A.1
Potts, D.M.2
-
14
-
-
0017631637
-
Pore pressure development under offshore gravity structures
-
ASCE
-
M. S. Rahman, H. B. Seed and J. R. Booker, 'Pore pressure development under offshore gravity structures', J. Geotech. Engng., ASCE, 103(12), 1419-1436 (1977).
-
(1977)
J. Geotech. Engng.
, vol.103
, Issue.12
, pp. 1419-1436
-
-
Rahman, M.S.1
Seed, H.B.2
Booker, J.R.3
-
15
-
-
0006605173
-
Dynamic response analyses of saturated sands
-
Pande et al. (eds)
-
W. D. L. Finn, 'Dynamic response analyses of saturated sands', in Pande et al. (eds). Soil Mechanics-transient & Cyclic Loading, 1982, pp. 105-132.
-
(1982)
Soil Mechanics-transient & Cyclic Loading
, pp. 105-132
-
-
Finn, W.D.L.1
-
20
-
-
0019244244
-
Stress-strain aspects of cohesionless soil under cyclic and transient loads
-
Pande et al. (eds)
-
M. P. Luong, 'Stress-strain aspects of cohesionless soil under cyclic and transient loads', in Pande et al. (eds). Soil under Cyclic & Transient Loading, 1980, pp. 315-324.
-
(1980)
Soil under Cyclic & Transient Loading
, pp. 315-324
-
-
Luong, M.P.1
-
22
-
-
0024623031
-
Experimental stress-dilatancy relations of sand subjected to cyclic loading
-
T. S. B. Pradhan, F. Tatsuoka and Y. Sata, 'Experimental stress-dilatancy relations of sand subjected to cyclic loading', Soils and Found., 29(1), 45-67 (1989).
-
(1989)
Soils and Found.
, vol.29
, Issue.1
, pp. 45-67
-
-
Pradhan, T.S.B.1
Tatsuoka, F.2
Sata, Y.3
-
23
-
-
0012051220
-
On the behaviour of soils during earthquakes-liquefaction
-
Cakmar (ed), Computational Mechanics Publications
-
G. Castro, 'On the behaviour of soils during earthquakes-liquefaction', in Cakmar (ed), Soil Dynamics and Liquefaction, Computational Mechanics Publications (1987).
-
(1987)
Soil Dynamics and Liquefaction
-
-
Castro, G.1
-
25
-
-
0030238377
-
A new evaluation of loading cycles in an oedometer
-
R. Butterfield and F. Baligh, 'A new evaluation of loading cycles in an oedometer', Géotechnique, 46(3), 547-553 (1996).
-
(1996)
Géotechnique
, vol.46
, Issue.3
, pp. 547-553
-
-
Butterfield, R.1
Baligh, F.2
-
26
-
-
0022082462
-
A state parameter for sands
-
K. Been and M. G. Jefferies, 'A state parameter for sands', Géotechnique, 35(1), 99-112 (1985).
-
(1985)
Géotechnique
, vol.35
, Issue.1
, pp. 99-112
-
-
Been, K.1
Jefferies, M.G.2
-
27
-
-
0022674149
-
The strength and dilatancy of sands
-
M. Bolton, 'The strength and dilatancy of sands', Géotechnique, 36(1), 65-78 (1986).
-
(1986)
Géotechnique
, vol.36
, Issue.1
, pp. 65-78
-
-
Bolton, M.1
-
28
-
-
0014551756
-
Elastic and slip components of the deformation of sand
-
L. Barden, A. J. Khayatt and A. Wightman, 'Elastic and slip components of the deformation of sand', Canad. Geotech. J. 6(3), 227-239 (1969).
-
(1969)
Canad. Geotech. J.
, vol.6
, Issue.3
, pp. 227-239
-
-
Barden, L.1
Khayatt, A.J.2
Wightman, A.3
-
30
-
-
85167984278
-
Measurement of deformations in the standard triaxial environment with a comparison of local versus global measurements on a fine, fully drained sand
-
Donaghe et al. (eds)
-
P. F. Linton, M. C. McVay and D. Bloomquist, 'Measurement of deformations in the standard triaxial environment with a comparison of local versus global measurements on a fine, fully drained sand', in Donaghe et al. (eds), Advanced Triaxial Testing of Soils and Rock, 1988, pp. 202-215.
-
(1988)
Advanced Triaxial Testing of Soils and Rock
, pp. 202-215
-
-
Linton, P.F.1
McVay, M.C.2
Bloomquist, D.3
-
31
-
-
0000641641
-
Laboratory investigations of the behaviour of soils under cyclic loading: A review
-
Pande et al. (eds)
-
D. Muir-Wood, 'Laboratory investigations of the behaviour of soils under cyclic loading: a review', in Pande et al. (eds) Soil Mechanics - Transient & Cyclic Loading, 1982, pp. 513-582.
-
(1982)
Soil Mechanics - Transient & Cyclic Loading
, pp. 513-582
-
-
Muir-Wood, D.1
-
33
-
-
85003651172
-
Deformation behaviours of dry sand under cyclic loading and stress-dilatancy model
-
T. Tokue, 'Deformation behaviours of dry sand under cyclic loading and stress-dilatancy model', Soild Found., 19(2), 65-76 (1979).
-
(1979)
Soild Found.
, vol.19
, Issue.2
, pp. 65-76
-
-
Tokue, T.1
-
34
-
-
0019286370
-
Simplififed procedure to characterise permanent strain in sand subjected to cyclic loading
-
Pande et al. (eds), Wiley
-
R. W. Lentz and G. Y. Baladi, 'Simplififed procedure to characterise permanent strain in sand subjected to cyclic loading', in Pande et al. (eds), Soil Under Cyclic & Transient Loading, Wiley, 1980, pp. 89-95.
-
(1980)
Soil under Cyclic & Transient Loading
, pp. 89-95
-
-
Lentz, R.W.1
Baladi, G.Y.2
|