-
1
-
-
0342901682
-
A constitutive equation for normally consolidated clay
-
Adachi, T., and Okano, M. (1974). "A constitutive equation for normally consolidated clay." Soils Found., 14(4), 55-73.
-
(1974)
Soils Found.
, vol.14
, Issue.4
, pp. 55-73
-
-
Adachi, T.1
Okano, M.2
-
2
-
-
0020274432
-
Constitutive equations for normally consolidated clay based on elasto-viscoplasticity
-
Adachi, T., and Oka, F. (1982a). "Constitutive equations for normally consolidated clay based on elasto-viscoplasticity." Soils Found., 22(4), 57-70.
-
(1982)
Soils Found.
, vol.22
, Issue.4
, pp. 57-70
-
-
Adachi, T.1
Oka, F.2
-
3
-
-
4444328620
-
Constitutive equations for normally consolidated clays and assigned works for clay
-
Grenoble, G. Gudehus et al., eds
-
Adachi, T., and Oka, F. (1982b). "Constitutive equations for normally consolidated clays and assigned works for clay." Results of the Int. Workshop on Constitutive Relations for Soils, Grenoble, G. Gudehus et al., eds., 123-140.
-
(1982)
Results of the Int. Workshop on Constitutive Relations for Soils
, pp. 123-140
-
-
Adachi, T.1
Oka, F.2
-
4
-
-
0023418714
-
Mathematical structure of an overstress elasto-viscoplastic model for clay
-
Adachi, T., Oka, F., and Mimura, M. (1987). "Mathematical structure of an overstress elasto-viscoplastic model for clay." Soils Found., 27(3), 31-42.
-
(1987)
Soils Found.
, vol.27
, Issue.3
, pp. 31-42
-
-
Adachi, T.1
Oka, F.2
Mimura, M.3
-
5
-
-
84986788425
-
A constitutive model for frozen sand
-
Adachi, T., Oka, F., and Poorooshasb, H. B. (1990). "A constitutive model for frozen sand." Trans. ASME, 112, 208-212.
-
(1990)
Trans. ASME
, vol.112
, pp. 208-212
-
-
Adachi, T.1
Oka, F.2
Poorooshasb, H.B.3
-
6
-
-
0030403611
-
State of the art: Modeling aspects associated with time dependent behavior of soils
-
Geotechnical Special Publication No. 61, T. C. Sheahan and V. N. Kaliakin, eds. ASCE, New York
-
Adachi, T., Oka, F., and Mimura, M. (1996). "State of the art: Modeling aspects associated with time dependent behavior of soils." Measuring and modeling time dependent soil behavior. Geotechnical Special Publication No. 61, T. C. Sheahan and V. N. Kaliakin, eds. ASCE, New York, 61-95.
-
(1996)
Measuring and Modeling Time Dependent Soil Behavior
, pp. 61-95
-
-
Adachi, T.1
Oka, F.2
Mimura, M.3
-
7
-
-
4444235890
-
An elasto-viscoplastic constitutive model with strain softening
-
S. Pietruszczak and G. Pande, eds., Balkema, Rotterdam, The Netherlands
-
Adachi, T., Oka, F., and Zhang, F. (1997). "An elasto-viscoplastic constitutive model with strain softening." Numerical models in geomechanics, S. Pietruszczak and G. Pande, eds., Balkema, Rotterdam, The Netherlands, 81-86.
-
(1997)
Numerical Models in Geomechanics
, pp. 81-86
-
-
Adachi, T.1
Oka, F.2
Zhang, F.3
-
8
-
-
4444246796
-
Mechanical properties of soft rocks
-
Tokyo
-
Akai, K., Adachi, T., and Nishi, K. (1977). "Mechanical properties of soft rocks." Proc., 9th ICSMFE, Tokyo, 1, 7-10.
-
(1977)
Proc., 9th ICSMFE
, vol.1
, pp. 7-10
-
-
Akai, K.1
Adachi, T.2
Nishi, K.3
-
9
-
-
4444356345
-
Evaluation of time-dependent behavior of soils
-
Augustesen, A., Liingaard, M., and Lade, P. V. (2004). "Evaluation of time-dependent behavior of soils." Int. J. Geomech., 4(3), 137-156.
-
(2004)
Int. J. Geomech.
, vol.4
, Issue.3
, pp. 137-156
-
-
Augustesen, A.1
Liingaard, M.2
Lade, P.V.3
-
10
-
-
0010054228
-
Consolidation of clay with nonlinear viscosity
-
Barden, L. (1965). "Consolidation of clay with nonlinear viscosity." Geotechnique, 15(4), 345-362.
-
(1965)
Geotechnique
, vol.15
, Issue.4
, pp. 345-362
-
-
Barden, L.1
-
11
-
-
85024184646
-
Engineering geology of Norwegian normally-consolidated marine clays as related to the settlements of buildings
-
Bjerrum, L. (1967). "Engineering geology of Norwegian normally-consolidated marine clays as related to the settlements of buildings." Geotechnique, 17(2), 83-119.
-
(1967)
Geotechnique
, vol.17
, Issue.2
, pp. 83-119
-
-
Bjerrum, L.1
-
12
-
-
0001740738
-
Problems of soil mechanics and construction on soft clays and structurally unstable soils
-
Moscow
-
Bjerrum, L. (1973). "Problems of soil mechanics and construction on soft clays and structurally unstable soils." Proc., 8th ICSMFE (13), Moscow, 111-159.
-
(1973)
Proc., 8th ICSMFE
, vol.13
, pp. 111-159
-
-
Bjerrum, L.1
-
13
-
-
0026946717
-
Generalized creep and relaxation model for clays
-
Borja, R. I. (1992). "Generalized creep and relaxation model for clays." J. Geotech. Eng., 118(11), 1765-1786.
-
(1992)
J. Geotech. Eng.
, vol.118
, Issue.11
, pp. 1765-1786
-
-
Borja, R.I.1
-
14
-
-
85013053487
-
A constitutive model for the stress-strain-time behaviour "wet" clays
-
Borja, R. I., and Kavazanjian, E. (1985). "A constitutive model for the stress-strain-time behaviour "wet" clays." Geotechnique, 35(3), 283-298.
-
(1985)
Geotechnique
, vol.35
, Issue.3
, pp. 283-298
-
-
Borja, R.I.1
Kavazanjian, E.2
-
15
-
-
0025489415
-
Double-yield-surface cam-clay plasticity Model: II. Implementation and verification
-
Borja, R. I., Kavazanjian, E., Jr., and Hsieh, H. S. (1990). "Double-yield-surface cam-clay plasticity Model: II. Implementation and verification." J. Geotech. Eng., 116(9), 1402-1421.
-
(1990)
J. Geotech. Eng.
, vol.116
, Issue.9
, pp. 1402-1421
-
-
Borja, R.I.1
Kavazanjian Jr., E.2
Hsieh, H.S.3
-
16
-
-
0343010028
-
Constitutive behavior of rock salt: Power-law or hyperbolic sine creep?
-
G. Swoboda, ed., Balkema, Rotterdam, The Netherlands
-
Borm, G., and Haupt, M. (1988). "Constitutive behavior of rock salt: Power-law or hyperbolic sine creep?" 6th Int. Conf. on Numerical Methods in Geomechanics, G. Swoboda, ed., Balkema, Rotterdam, The Netherlands, 1883-1893.
-
(1988)
6th Int. Conf. on Numerical Methods in Geomechanics
, pp. 1883-1893
-
-
Borm, G.1
Haupt, M.2
-
17
-
-
0002592931
-
Results of long duration settlement tests
-
Cambridge, Mass
-
Buisman, A. S. (1936). "Results of long duration settlement tests." Proc., 1st Int. Conf. on Soil Mechanics and Foundation Engineering, Cambridge, Mass., 1, 103-107.
-
(1936)
Proc., 1st Int. Conf. on Soil Mechanics and Foundation Engineering
, vol.1
, pp. 103-107
-
-
Buisman, A.S.1
-
18
-
-
0025786331
-
Nonassociated elasti/viscoplastic constitutive equations for sand
-
Cristescu, N. (1991). "Nonassociated elasti/viscoplastic constitutive equations for sand." Int. J. Plast., 6, 41-64.
-
(1991)
Int. J. Plast.
, vol.6
, pp. 41-64
-
-
Cristescu, N.1
-
20
-
-
0023456302
-
Viscoplastic model for geological materials with generalized flow rule
-
Desai, C. S., and Zhang, D. (1987). "Viscoplastic model for geological materials with generalized flow rule." Int. J. Numer. Analyt. Methods Geomech., 11, 603-620.
-
(1987)
Int. J. Numer. Analyt. Methods Geomech.
, vol.11
, pp. 603-620
-
-
Desai, C.S.1
Zhang, D.2
-
21
-
-
0029699691
-
Time dependent mechanical behaviour of loose sands
-
di Prisco, C., and Imposimato, S. (1996). "Time dependent mechanical behaviour of loose sands." Mech. Cohesive-Frict. Mater., 1(1), 45-73.
-
(1996)
Mech. Cohesive-Frict. Mater.
, vol.1
, Issue.1
, pp. 45-73
-
-
di Prisco, C.1
Imposimato, S.2
-
22
-
-
0034004574
-
Mechanical modelling of drained creep triaxial tests on loose sand
-
di Prisco, C., Imposimato, S., and Vardoulakis, I. (2000). "Mechanical modelling of drained creep triaxial tests on loose sand." Geotechnique, 50(1), 73-82.
-
(2000)
Geotechnique
, vol.50
, Issue.1
, pp. 73-82
-
-
di Prisco, C.1
Imposimato, S.2
Vardoulakis, I.3
-
23
-
-
0018724754
-
A model for plastic creep of rock-like materials accounting for the kinetics of fracture
-
Dragon, A., and Mroz, Z. (1979). "A model for plastic creep of rock-like materials accounting for the kinetics of fracture." Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 16, 253-259.
-
(1979)
Int. J. Rock Mech. Min. Sci. Geomech. Abstr.
, vol.16
, pp. 253-259
-
-
Dragon, A.1
Mroz, Z.2
-
24
-
-
0019577115
-
A theory of multiaxial anisotropic viscoplasticity
-
Eisenberg, M. A., and Yen, C. F. (1981). "A theory of multiaxial anisotropic viscoplasticity." J. Appl. Mech., 48, 276-284.
-
(1981)
J. Appl. Mech.
, vol.48
, pp. 276-284
-
-
Eisenberg, M.A.1
Yen, C.F.2
-
25
-
-
4444275497
-
-
Elsevier Science, North-Holland, Amsterdam, The Netherlands
-
Feda, J. (1992). Creep of soils and related phenomena, developments in geotechnical engineering, Elsevier Science, North-Holland, Amsterdam, The Netherlands, Vol. 68.
-
(1992)
Creep of Soils and Related Phenomena, Developments in Geotechnical Engineering
, vol.68
-
-
Feda, J.1
-
26
-
-
85025018664
-
The consolidation of soils exhibiting creep under constant effective stress
-
Garlanger, J. E. (1972). "The consolidation of soils exhibiting creep under constant effective stress." Geotechnique, 22(1), 71-78.
-
(1972)
Geotechnique
, vol.22
, Issue.1
, pp. 71-78
-
-
Garlanger, J.E.1
-
27
-
-
0002253479
-
Elastoplastic constitutive laws of granular materials
-
Spec. Session 9, JSSMFE, Tokyo
-
Hashiguchi, K., and Ueno, M. (1977). "Elastoplastic constitutive laws of granular materials." Proc. 9th ICFSME, Spec. Session 9, JSSMFE, Tokyo, 73-82.
-
(1977)
Proc. 9th ICFSME
, pp. 73-82
-
-
Hashiguchi, K.1
Ueno, M.2
-
28
-
-
0011125326
-
Time-dependent elastoplastic constitutive equation based on the subloading surface model and its application to soils
-
Hashiguchi, K., and Okayasu, T. (2000). "Time-dependent elastoplastic constitutive equation based on the subloading surface model and its application to soils." Soils Found., 40(4), 19-36.
-
(2000)
Soils Found.
, vol.40
, Issue.4
, pp. 19-36
-
-
Hashiguchi, K.1
Okayasu, T.2
-
29
-
-
0032194439
-
Modelling the rate-sensitive characteristics of the Gloucester foundation soil
-
Hinchberger, S. D., and Rowe, R. K. (1998). "Modelling the rate-sensitive characteristics of the Gloucester foundation soil." Can. Geotech. J., 35, 769-789.
-
(1998)
Can. Geotech. J.
, vol.35
, pp. 769-789
-
-
Hinchberger, S.D.1
Rowe, R.K.2
-
30
-
-
84965638152
-
Über die ansätze der mechanik isotroper kontinua
-
Hohenemser, K., and Prager, W. (1932). "Über die ansätze der mechanik isotroper kontinua." Z. Angew. Math. Mech., 12, 216-226.
-
(1932)
Z. Angew. Math. Mech.
, vol.12
, pp. 216-226
-
-
Hohenemser, K.1
Prager, W.2
-
31
-
-
0025495169
-
Double-yield-surface cam-clay plasticity model. I: Theory
-
Hsieh, H. S., Kavazanjian, E., and Borja, R. I. (1990). "Double-yield-surface cam-clay plasticity model. I: Theory." J. Geotech. Eng., 116(9), 1381-1401.
-
(1990)
J. Geotech. Eng.
, vol.116
, Issue.9
, pp. 1381-1401
-
-
Hsieh, H.S.1
Kavazanjian, E.2
Borja, R.I.3
-
32
-
-
0026836222
-
Strain-hardening relaxation
-
Huneault, P. A. (1992). "Strain-hardening relaxation." J. Appl. Mech., 59, 217-219.
-
(1992)
J. Appl. Mech.
, vol.59
, pp. 217-219
-
-
Huneault, P.A.1
-
33
-
-
0025492043
-
Theoretical aspects of the elastoplastic-viscoplastic bounding surface model for cohesive soils
-
Kaliakin, V. N., and Dafalias, Y. F. (1990a). "Theoretical aspects of the elastoplastic-viscoplastic bounding surface model for cohesive soils." Soils Found., 30(3), 11-24.
-
(1990)
Soils Found.
, vol.30
, Issue.3
, pp. 11-24
-
-
Kaliakin, V.N.1
Dafalias, Y.F.2
-
34
-
-
0025495215
-
Verification of the elastoplastic-viscoplastic bounding surface model for cohesive soils
-
Kaliakin, V. N., and Dafalias, Y. F. (1990b). "Verification of the elastoplastic-viscoplastic bounding surface model for cohesive soils." Soils Found., 30(3), 25-36.
-
(1990)
Soils Found.
, vol.30
, Issue.3
, pp. 25-36
-
-
Kaliakin, V.N.1
Dafalias, Y.F.2
-
35
-
-
84888894551
-
-
Civil Engineering Rep. No. 91-1, Dept. of Civil Engineering, Univ. of Delaware, Newark, Del
-
Kaliakin, V. N., and Dafalias, Y. F. (1991). "Details regarding the elasto-viscoplastic bounding surface model for isotropic cohesive soils." Civil Engineering Rep. No. 91-1, Dept. of Civil Engineering, Univ. of Delaware, Newark, Del.
-
(1991)
Details Regarding the Elasto-viscoplastic Bounding Surface Model for Isotropic Cohesive Soils
-
-
Kaliakin, V.N.1
Dafalias, Y.F.2
-
36
-
-
0021644864
-
Evaluation of viscoplastic cap model
-
Katona, M. G. (1984). "Evaluation of viscoplastic cap model." J. Geotech. Eng., 110(8), 1106-1125.
-
(1984)
J. Geotech. Eng.
, vol.110
, Issue.8
, pp. 1106-1125
-
-
Katona, M.G.1
-
37
-
-
0021567793
-
A viscoplastic cap model for soils and rock
-
C. S. Desai and R. H. Gallagher, eds., Wiley, New York
-
Katona, M. G., and Mulert, M. A. (1984). "A viscoplastic cap model for soils and rock." Mechanics of engineering materials, C. S. Desai and R. H. Gallagher, eds., Wiley, New York, 335-350.
-
(1984)
Mechanics of Engineering Materials
, pp. 335-350
-
-
Katona, M.G.1
Mulert, M.A.2
-
38
-
-
4444369708
-
A general stress-strain-time formulation for soils
-
Kavazanjian, E., and Mitchell, J. K. (1977). "A general stress-strain-time formulation for soils." Proc., 9th ICSMFE, 113-120.
-
(1977)
Proc., 9th ICSMFE
, pp. 113-120
-
-
Kavazanjian, E.1
Mitchell, J.K.2
-
39
-
-
0024130880
-
Single hardening constitutive model for frictional materials. I: Plastic potential function
-
Kim, M. K., and Lade, P. V. (1988). "Single hardening constitutive model for frictional materials. I: Plastic potential function." Comput. Geotech., 5(4), 307-324.
-
(1988)
Comput. Geotech.
, vol.5
, Issue.4
, pp. 307-324
-
-
Kim, M.K.1
Lade, P.V.2
-
40
-
-
0000085392
-
Stress relaxation in soils
-
Lacerda, W. A., and Houston, W. N. (1973). "Stress relaxation in soils." Proc., 8th ICSMFE, 1/34, 221-227.
-
(1973)
Proc., 8th ICSMFE
, vol.1
, Issue.34
, pp. 221-227
-
-
Lacerda, W.A.1
Houston, W.N.2
-
41
-
-
0027338962
-
Determination of creep properties of frozen soils by means of borehole stress relaxation tests
-
Ladanyi, B., and Melouki, M. (1993). "Determination of creep properties of frozen soils by means of borehole stress relaxation tests." Can. Geotech. J., 30, 170-186.
-
(1993)
Can. Geotech. J.
, vol.30
, pp. 170-186
-
-
Ladanyi, B.1
Melouki, M.2
-
42
-
-
0029416785
-
Triaxial relaxation testing of a frozen sand
-
Ladanyi, B., and Benyamina, M. B. (1995). "Triaxial relaxation testing of a frozen sand." Can. Geotech. J., 32, 496-511.
-
(1995)
Can. Geotech. J.
, vol.32
, pp. 496-511
-
-
Ladanyi, B.1
Benyamina, M.B.2
-
43
-
-
0024144298
-
Single hardening constitutive model for frictional materials. II: Yield criterion and plastic work contours
-
Lade, P. V., and Kim, M. K. (1988a). "Single hardening constitutive model for frictional materials. II: Yield criterion and plastic work contours." Comput. Geotech., 6(1), 13-29.
-
(1988)
Comput. Geotech.
, vol.6
, Issue.1
, pp. 13-29
-
-
Lade, P.V.1
Kim, M.K.2
-
44
-
-
0024135673
-
Single hardening constitutive model for frictional materials. III: Comparisons with experimental data
-
Lade, P. V., and Kim, M. K. (1988b). "Single hardening constitutive model for frictional materials. III: Comparisons with experimental data." Comput. Geotech., 6(1), 31-47.
-
(1988)
Comput. Geotech.
, vol.6
, Issue.1
, pp. 31-47
-
-
Lade, P.V.1
Kim, M.K.2
-
45
-
-
0347245574
-
Experimental study of drained creep behavior of sand
-
Lade, P. V., and Liu, C. T. (1998). "Experimental study of drained creep behavior of sand." J. Eng. Mech., 124(8), 912-920.
-
(1998)
J. Eng. Mech.
, vol.124
, Issue.8
, pp. 912-920
-
-
Lade, P.V.1
Liu, C.T.2
-
46
-
-
4444233114
-
Modeling creep behavior of granular materials
-
Desai et al., eds., Tuscon, Ariz
-
Lade, P. V., and Liu, C. T. (2001). "Modeling creep behavior of granular materials." Proc., 10th Int. Conf. on Computer Methods and Advances in Geomechanics, Desai et al., eds., Tuscon, Ariz., 277-284.
-
(2001)
Proc., 10th Int. Conf. on Computer Methods and Advances in Geomechanics
, pp. 277-284
-
-
Lade, P.V.1
Liu, C.T.2
-
47
-
-
0022080725
-
Stress-strain-strain rate relation for the compressibility of sensitive natural clays
-
Leroueil, S., Kabbaj, M., Tavenas, F., and Bouchard, R. (1985). "Stress-strain-strain rate relation for the compressibility of sensitive natural clays." Geotechnique, 35(2), 159-180.
-
(1985)
Geotechnique
, vol.35
, Issue.2
, pp. 159-180
-
-
Leroueil, S.1
Kabbaj, M.2
Tavenas, F.3
Bouchard, R.4
-
48
-
-
0030397395
-
Importance of strain rate and temperature effects in geotechnical engineering
-
Geotechnical Special Publication No. 61, Sheahan, T. C. and Kaliakin, V. N., eds., ASCE, Reston, Va
-
Leroueil, S., and Marques, M. E. S. (1996). "Importance of strain rate and temperature effects in geotechnical engineering," Measuring and Modeling Time Dependent Soil Behavior. Geotechnical Special Publication No. 61, Sheahan, T. C. and Kaliakin, V. N., eds., ASCE, Reston, Va. 1-60.
-
(1996)
Measuring and Modeling Time Dependent Soil Behavior
, pp. 1-60
-
-
Leroueil, S.1
Marques, M.E.S.2
-
49
-
-
0039159072
-
Uber den Einfluss der Deformationsgeschwindigkeit bei bleibenden Deformationen mit besonderer Berucksichtigung der Nachwirkungserscheinungen
-
Ludwick, P. (1922). "Uber den Einfluss der Deformationsgeschwindigkeit bei bleibenden Deformationen mit besonderer Berucksichtigung der Nachwirkungserscheinungen." Phys. Z., 10(12), 411-417.
-
(1922)
Phys. Z.
, vol.10
, Issue.12
, pp. 411-417
-
-
Ludwick, P.1
-
50
-
-
85137262804
-
The propagation of longitudinal waves of plastic deformation in a bar of metal exhibiting a strain rate effect
-
Malvern, L. E. (1951). "The propagation of longitudinal waves of plastic deformation in a bar of metal exhibiting a strain rate effect." J. Appl. Mech., 18, 203-208.
-
(1951)
J. Appl. Mech.
, vol.18
, pp. 203-208
-
-
Malvern, L.E.1
-
51
-
-
0022176864
-
Elasto/viscoplastic constitutive equation of normally consolidated clays based on flow surface theory
-
Nagoya, Japan
-
Matsui, T., and Abe, N. (1985a). "Elasto/viscoplastic constitutive equation of normally consolidated clays based on flow surface theory." 5th Int. Conf. on Numerical Methods in Geomechanics, Nagoya, Japan, 407-413.
-
(1985)
5th Int. Conf. on Numerical Methods in Geomechanics
, pp. 407-413
-
-
Matsui, T.1
Abe, N.2
-
52
-
-
4444219517
-
Undrained creep characteristics of normally consolidated clay based on the flow surface model
-
Matsui, T., and Abe, N. (1985b). "Undrained creep characteristics of normally consolidated clay based on the flow surface model." Proc., 11th ICSMFE, 140-143.
-
(1985)
Proc., 11th ICSMFE
, pp. 140-143
-
-
Matsui, T.1
Abe, N.2
-
53
-
-
0005397107
-
-
(selected translation of Russian geotechnical literature), A. A. Balkema, Rotterdam/Brookfield
-
Meschyan, S. R. (1995). Experimental rheology of clayey soils, geotechnika 13 (selected translation of Russian geotechnical literature), A. A. Balkema, Rotterdam/Brookfield.
-
(1995)
Experimental Rheology of Clayey Soils, Geotechnika
, vol.13
-
-
Meschyan, S.R.1
-
54
-
-
0015574479
-
Coefficient of secondary compression
-
Mesri, G. (1973). "Coefficient of secondary compression." J. Soil Mech. Found. Div., 99(1), 123-137.
-
(1973)
J. Soil Mech. Found. Div.
, vol.99
, Issue.1
, pp. 123-137
-
-
Mesri, G.1
-
55
-
-
0017494335
-
Time and stress-compressibility interrelationship
-
Mesri, G., and Godlewski, P. M. (1977). "Time and stress-compressibility interrelationship." J. Geotech. Eng., 103(5), 417-430.
-
(1977)
J. Geotech. Eng.
, vol.103
, Issue.5
, pp. 417-430
-
-
Mesri, G.1
Godlewski, P.M.2
-
56
-
-
4444372477
-
A review of existing viscoplastic constitutive models regarding the performance of creep rupture prediction
-
in Japanese
-
Mimura, M., and Sekiguchi, H. (1985). "A review of existing viscoplastic constitutive models regarding the performance of creep rupture prediction." Proc., 40th Japan Nat. Conf., JSCE, 1097-1100 (in Japanese).
-
(1985)
Proc., 40th Japan Nat. Conf., JSCE
, pp. 1097-1100
-
-
Mimura, M.1
Sekiguchi, H.2
-
58
-
-
0020764431
-
Formulation of stress-strain-time behavior of soils under deviatoric stress condition
-
Murayama, S. (1983). "Formulation of stress-strain-time behavior of soils under deviatoric stress condition." Soils Found., 23(2), 43-57.
-
(1983)
Soils Found.
, vol.23
, Issue.2
, pp. 43-57
-
-
Murayama, S.1
-
59
-
-
0343977585
-
Rheological properties of clays
-
Murayama, S., and Shibata, T. (1961). "Rheological properties of clays." Proc., 5th Int. Conf., S.M.F.E., 1, 269-274.
-
(1961)
Proc., 5th Int. Conf., S.M.F.E.
, vol.1
, pp. 269-274
-
-
Murayama, S.1
Shibata, T.2
-
60
-
-
0021451099
-
Creep characteristics of sands
-
Murayama, S., Michihiro, K., and Sakagami, T. (1984). "Creep characteristics of sands." Soils Found., 24(2), 1-15.
-
(1984)
Soils Found.
, vol.24
, Issue.2
, pp. 1-15
-
-
Murayama, S.1
Michihiro, K.2
Sakagami, T.3
-
61
-
-
85024529720
-
On the mechanical behavior of viscoelastic/plastic solids
-
Naghdi, P. M., and Murch, S. A. (1963). "On the mechanical behavior of viscoelastic/plastic solids." J. Appl. Meteorol., 30, 321-328.
-
(1963)
J. Appl. Meteorol.
, vol.30
, pp. 321-328
-
-
Naghdi, P.M.1
Murch, S.A.2
-
63
-
-
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. Numer. Analyt. Meth. Geomech., 3(3), 255-278.
-
(1979)
Int. J. Numer. Analyt. Meth. Geomech.
, vol.3
, Issue.3
, pp. 255-278
-
-
Nova, R.1
Wood, D.M.2
-
64
-
-
0019657606
-
Prediction of time-dependent behaviour of clay
-
Oka, F. (1981). "Prediction of time-dependent behaviour of clay." Proc., 10th ICSMFE, 1, 215-218.
-
(1981)
Proc., 10th ICSMFE
, vol.1
, pp. 215-218
-
-
Oka, F.1
-
65
-
-
0022199580
-
Elasto-viscoplastic constitutive equations with memory and internal variables
-
Oka, F. (1985). "Elasto-viscoplastic constitutive equations with memory and internal variables." Comput. Mech., 1, 59-69.
-
(1985)
Comput. Mech.
, vol.1
, pp. 59-69
-
-
Oka, F.1
-
67
-
-
0022526295
-
Two-dimensional consolidation analysis using an elasti-viscoplastic constitutive equation
-
Oka, F., Adachi, T., and Okano, Y. (1986). "Two-dimensional consolidation analysis using an elasti-viscoplastic constitutive equation." Int. J. Numer. Analyt. Meth. Geomech., 10, 1-16.
-
(1986)
Int. J. Numer. Analyt. Meth. Geomech.
, vol.10
, pp. 1-16
-
-
Oka, F.1
Adachi, T.2
Okano, Y.3
-
68
-
-
4444235888
-
Elasto-viscoplastic constitutive models for clays
-
Elsevier, Science, New York
-
Oka, F., Adachi, T. and Mimura M. (1988). "Elasto-viscoplastic constitutive models for clays." Proc., Int. Conf. Rheology and Soil Mechanics, Elsevier, Science, New York, 12-28.
-
(1988)
Proc., Int. Conf. Rheology and Soil Mechanics
, pp. 12-28
-
-
Oka, F.1
Adachi, T.2
Mimura, M.3
-
69
-
-
4444264638
-
On elastic-viscoplastic soils, rheology and soil mechanics
-
Grenoble, Springer, Berlin
-
Olszak, W., and Perzyna, P. (1966a). "On elastic-viscoplastic soils, rheology and soil mechanics." Int. Union of Theoretical and Applied Mechanics Symp., Grenoble, Springer, Berlin.
-
(1966)
Int. Union of Theoretical and Applied Mechanics Symp.
-
-
Olszak, W.1
Perzyna, P.2
-
70
-
-
0013615685
-
The constitutive equations of the flow theory for a nonstationary yield condition
-
Springer, Berlin
-
Olszak, W., and Perzyna, P. (1966b). "The constitutive equations of the flow theory for a nonstationary yield condition." Proc., 11th Int. Congress of Applied Mechanics, Springer, Berlin, 545-553.
-
(1966)
Proc., 11th Int. Congress of Applied Mechanics
, pp. 545-553
-
-
Olszak, W.1
Perzyna, P.2
-
71
-
-
0347203973
-
-
McGraw-Hill, New York [Kanninen, F. (1969). "Inelastic behavior of solids." Battelle Institute Materials of Science Colloquia, Columbus and Atwood Lake, Ohio]
-
Olszak, W., and Perzyna, P. (1970). Stationary and nonstationary viscoplasticity, McGraw-Hill, New York [Kanninen, F. (1969). "Inelastic behavior of solids." Battelle Institute Materials of Science Colloquia, Columbus and Atwood Lake, Ohio, 53-75.]
-
(1970)
Stationary and Nonstationary Viscoplasticity
, pp. 53-75
-
-
Olszak, W.1
Perzyna, P.2
-
72
-
-
0001077171
-
The constitutive equations for work-hardening and rate sensitive plastic materials
-
Perzyna, P. (1963a). "The constitutive equations for work-hardening and rate sensitive plastic materials." Proc., Vib. Probl., 3(4), 281-290.
-
(1963)
Proc., Vib. Probl.
, vol.3
, Issue.4
, pp. 281-290
-
-
Perzyna, P.1
-
73
-
-
0001453159
-
The constitutive equations for rate sensitive plastic materials
-
Perzyna, P. (1963b). "The constitutive equations for rate sensitive plastic materials." Q. Appl. Math., 20(4), 321-332.
-
(1963)
Q. Appl. Math.
, vol.20
, Issue.4
, pp. 321-332
-
-
Perzyna, P.1
-
74
-
-
4444331128
-
The study of the dynamical behaviour of rate sensitive plastic materials
-
Perzyna, P. (1963c). "The study of the dynamical behaviour of rate sensitive plastic materials." Arch. Mech. Stos., 1(15), 113-130.
-
(1963)
Arch. Mech. Stos.
, vol.1
, Issue.15
, pp. 113-130
-
-
Perzyna, P.1
-
75
-
-
33645016262
-
Fundamental problems in viscoplasticity
-
Perzyna, P. (1966). "Fundamental problems in viscoplasticity." Adv. Appl. Mech., 9, 244-377.
-
(1966)
Adv. Appl. Mech.
, vol.9
, pp. 244-377
-
-
Perzyna, P.1
-
77
-
-
0016972153
-
Method of calculating long-term creep settlements
-
Poulos, H. G., Davis, E. H., and Ambrosis, L. P. (1976). "Method of calculating long-term creep settlements." J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 102(7), 787-804.
-
(1976)
J. Geotech. Eng. Div., Am. Soc. Civ. Eng.
, vol.102
, Issue.7
, pp. 787-804
-
-
Poulos, H.G.1
Davis, E.H.2
Ambrosis, L.P.3
-
78
-
-
36849134770
-
Recent developments in the mathematical theory of plasticity
-
Prager, W. (1949). "Recent developments in the mathematical theory of plasticity." J. Appl. Phys., 20(3), 235-241.
-
(1949)
J. Appl. Phys.
, vol.20
, Issue.3
, pp. 235-241
-
-
Prager, W.1
-
79
-
-
84976498354
-
Ein Gedanken model zur kinetischen Theorie der festen Korper
-
Prandtl, L. (1928). "Ein Gedanken model zur kinetischen Theorie der festen Korper." Z. Angew. Math. Mech., 8, 85-106.
-
(1928)
Z. Angew. Math. Mech.
, vol.8
, pp. 85-106
-
-
Prandtl, L.1
-
80
-
-
0017172187
-
Undrained stress-strain-time behavior of clays
-
Prevost, J.-H. (1976). "Undrained stress-strain-time behavior of clays." J. Geotech. Eng., 102(12), 1245-1259.
-
(1976)
J. Geotech. Eng.
, vol.102
, Issue.12
, pp. 1245-1259
-
-
Prevost, J.-H.1
-
82
-
-
84977533787
-
-
Rep., Int. Society of Soil Mechanics and Foundation Engineering, technical committee on mechanics of granular materials, 12th, ICSMFE, M. Satake, ed
-
Satake, M. (1989). "Mechanics of granular materials." Rep., Int. Society of Soil Mechanics and Foundation Engineering, technical committee on mechanics of granular materials, 12th, ICSMFE, M. Satake, ed., 62-79.
-
(1989)
Mechanics of Granular Materials
, pp. 62-79
-
-
Satake, M.1
-
83
-
-
0343772528
-
Rheological characteristics of clays
-
Sekiguchi, H. (1977). "Rheological characteristics of clays." Proc., 9th ICSMFE, 289-292, Vol. 1.
-
(1977)
Proc., 9th ICSMFE
, vol.1
, pp. 289-292
-
-
Sekiguchi, H.1
-
84
-
-
0002591446
-
Induced anisotropy and time dependency in clays
-
Tokyo
-
Sekiguchi, H., and Ohta, H. (1977). "Induced anisotropy and time dependency in clays," Proc., 9th Int. Conf., Soil Mechanics and Foundation Engineering, Tokyo, 229-238.
-
(1977)
Proc., 9th Int. Conf., Soil Mechanics and Foundation Engineering
, pp. 229-238
-
-
Sekiguchi, H.1
Ohta, H.2
-
85
-
-
0021386157
-
Theory of undrained creep rupture of normally consolidated clay based on elasto-viscoplasticity
-
Sekiguchi, H. (1984). "Theory of undrained creep rupture of normally consolidated clay based on elasto-viscoplasticity." Soils Found., 24(1), 129-147.
-
(1984)
Soils Found.
, vol.24
, Issue.1
, pp. 129-147
-
-
Sekiguchi, H.1
-
86
-
-
7044254676
-
-
Rep., ISSMFE Subcommittee on Constitutive Laws of Soils and Proc. of Discussion Session 1A, Int. Society of Soil Mechanics and Foundation Engineering, Subcommittee on Constitutive Laws of Soils, 11th ICFMFE, San Francisco
-
Sekiguchi, H. (1985). "Macrometric Approaches-Static-Intrinsically Time Dependent Constitutive Laws of Soils." Rep., ISSMFE Subcommittee on Constitutive Laws of Soils and Proc. of Discussion Session 1A, Int. Society of Soil Mechanics and Foundation Engineering, Subcommittee on Constitutive Laws of Soils, 11th ICFMFE, San Francisco, 66-98.
-
(1985)
Macrometric Approaches - Static - Intrinsically Time Dependent Constitutive Laws of Soils
, pp. 66-98
-
-
Sekiguchi, H.1
-
87
-
-
0029416466
-
Interpretation of undrained creep tests in terms of effective stresses
-
Sheahan, T. C. (1995). "Interpretation of undrained creep tests in terms of effective stresses." Can. Geotech. J., 32, 373-379.
-
(1995)
Can. Geotech. J.
, vol.32
, pp. 373-379
-
-
Sheahan, T.C.1
-
88
-
-
4444317896
-
Microstructural considerations and validity of the correspondence principle for cohesive soils
-
N. Jones and R. Ghanem, eds., ASCE, Reston, Va
-
Sheahan, T. C., and Kaliakin, V. N. (1999). "Microstructural considerations and validity of the correspondence principle for cohesive soils." Proc., 13th Conf., Engineering Mechanics, N. Jones and R. Ghanem, eds., ASCE, Reston, Va.
-
(1999)
Proc., 13th Conf., Engineering Mechanics
-
-
Sheahan, T.C.1
Kaliakin, V.N.2
-
89
-
-
4444289180
-
Triaxial relaxation tests on a soft clay
-
ASTM, Philadelphia
-
Silvestri, V., Soulié, M., Touchan, Z., and Fay, B. (1988). "Triaxial relaxation tests on a soft clay." Advanced triaxial testing of soil and rock, ASTM, Philadelphia, 321-337.
-
(1988)
Advanced Triaxial Testing of Soil and Rock
, pp. 321-337
-
-
Silvestri, V.1
Soulié, M.2
Touchan, Z.3
Fay, B.4
-
90
-
-
0002987529
-
General stress-strain-time function for soils
-
Singh, A., and Mitchell, J. K. (1968). "General stress-strain-time function for soils." J. Soil Mech. Found. Div., 94(1), 21-46.
-
(1968)
J. Soil Mech. Found. Div.
, vol.94
, Issue.1
, pp. 21-46
-
-
Singh, A.1
Mitchell, J.K.2
-
91
-
-
0003655898
-
-
(English edition) B. H., Richard, ed., CRC Press, London
-
Skrzypek, J. J. (1993). Plasticity and creep-Theory, examples, and problems (English edition) B. H., Richard, ed., CRC Press, London.
-
(1993)
Plasticity and Creep-Theory, Examples, and Problems
-
-
Skrzypek, J.J.1
-
92
-
-
0041771082
-
Propagation of elastic-viscoplastic waves in bar
-
in Russian
-
Sokolovsky, V. V. (1948). "Propagation of elastic-viscoplastic waves in bar." Dokl. Akad. Nauk SSSR, 60, 775-778 (in Russian).
-
(1948)
Dokl. Akad. Nauk SSSR
, vol.60
, pp. 775-778
-
-
Sokolovsky, V.V.1
-
93
-
-
0000405447
-
The analysis of the consolidation process by the isotaches method
-
Suklje, L. (1957). "The analysis of the consolidation process by the isotaches method." Proc., 4th ICSMFE, 1, 200-206.
-
(1957)
Proc., 4th ICSMFE
, vol.1
, pp. 200-206
-
-
Suklje, L.1
-
94
-
-
0009002130
-
Some new aspects of time effects on the stress-strain behaviour of stiff geomaterials
-
A. Evangelista and L. Picarelli, eds., Balkema, Rotterdam, The Netherlands
-
Tatsuoka, F., Santucci de Magistris, F., Hayano, K. Momoya, Y., and Koseki J. (2000). "Some new aspects of time effects on the stress-strain behaviour of stiff geomaterials." Proc., 2nd HSSR, Napoli, 1998, A. Evangelista and L. Picarelli, eds., Balkema, Rotterdam, The Netherlands, Vol. 2, 1285-1371.
-
(2000)
Proc., 2nd HSSR, Napoli, 1998
, vol.2
, pp. 1285-1371
-
-
Tatsuoka, F.1
Santucci de Magistris, F.2
Hayano, K.3
Momoya, Y.4
Koseki, J.5
-
95
-
-
0017998956
-
Creep behavior of an undisturbed lightly overconsolidated clay
-
Tavenas, F., Leroueil, S., La Rochelle, P., and Roy, M. (1978). "Creep behavior of an undisturbed lightly overconsolidated clay." Can. Geotech. J., 15(3), 402-423.
-
(1978)
Can. Geotech. J.
, vol.15
, Issue.3
, pp. 402-423
-
-
Tavenas, F.1
Leroueil, S.2
La Rochelle, P.3
Roy, M.4
-
96
-
-
0004042420
-
-
Serial 85, Massachusetts Institute of Technology, Dept. of Civil and Sanitary Engineering, Cambridge, Mass
-
Taylor, D. W. (1942). "Research on consolidation of clays." Serial 85, Massachusetts Institute of Technology, Dept. of Civil and Sanitary Engineering, Cambridge, Mass.
-
(1942)
Research on Consolidation of Clays
-
-
Taylor, D.W.1
-
98
-
-
4444253550
-
Modeling creep behavior of anisotropically consolidated marine clays
-
H. J. Siriwardane and M. M. Zaman, eds., Balkema, Rotterdam, The Netherlands
-
Tian, W. M., Sadd, M. H., Silva, A. J., and Veyera, G. E. (1994). "Modeling creep behavior of anisotropically consolidated marine clays." Computer methods and advances in geomechanics, H. J. Siriwardane and M. M. Zaman, eds., Balkema, Rotterdam, The Netherlands, 701-706.
-
(1994)
Computer Methods and Advances in Geomechanics
, pp. 701-706
-
-
Tian, W.M.1
Sadd, M.H.2
Silva, A.J.3
Veyera, G.E.4
-
99
-
-
0017518285
-
Time-dependent behavior of undisturbed clay
-
Vaid, Y. P., and Campanella, R. G. (1977). "Time-dependent behavior of undisturbed clay." J. Geotech. Eng., 103(7), 693-709.
-
(1977)
J. Geotech. Eng.
, vol.103
, Issue.7
, pp. 693-709
-
-
Vaid, Y.P.1
Campanella, R.G.2
-
100
-
-
0000818662
-
A theory of viscoplasticity without a yield surface. I
-
Valanis, K. C. (1971). "A theory of viscoplasticity without a yield surface. I." Arch. Mech., 23(4), 517-533.
-
(1971)
Arch. Mech.
, vol.23
, Issue.4
, pp. 517-533
-
-
Valanis, K.C.1
-
101
-
-
0014349138
-
The prediction of consolidation rates in a cemented clay
-
Walker, L. K., and Raymond, G. P. (1968). "The prediction of consolidation rates in a cemented clay." Can. Geotech. J., 5(4), 192-216.
-
(1968)
Can. Geotech. J.
, vol.5
, Issue.4
, pp. 192-216
-
-
Walker, L.K.1
Raymond, G.P.2
-
103
-
-
0032760346
-
Nonlinear creep of soils in oedometer tests
-
Yin, J. H. (1999). "Nonlinear creep of soils in oedometer tests." Geotechnique, 49(2), 699-707.
-
(1999)
Geotechnique
, vol.49
, Issue.2
, pp. 699-707
-
-
Yin, J.H.1
-
104
-
-
0024476186
-
Viscous-elastic-plastic modeling of one-dimensional time-dependent behaviour of clays
-
Yin, J. H., and Graham, J. (1989a). "Viscous-elastic-plastic modeling of one-dimensional time-dependent behaviour of clays." Can. Geotech. J., 26, 199-209.
-
(1989)
Can. Geotech. J.
, vol.26
, pp. 199-209
-
-
Yin, J.H.1
Graham, J.2
-
105
-
-
0024812776
-
General elastic viscous plastic constitutive relationships for 1D straining in clays
-
Yin, J. H., and Graham, J. (1989b). "General elastic viscous plastic constitutive relationships for 1D straining in clays." Proc., 3rd Int. Symp. Numerical Models in Geomechanics, 108-117.
-
(1989)
Proc., 3rd Int. Symp. Numerical Models in Geomechanics
, pp. 108-117
-
-
Yin, J.H.1
Graham, J.2
-
106
-
-
0028195340
-
Equivalent times and one-dimensional elastic visco-plastic modelling of time-dependent stress-strain behaviour of clays
-
Yin, J. H., and Graham, J. (1994). "Equivalent times and one-dimensional elastic visco-plastic modelling of time-dependent stress-strain behaviour of clays." Can. Geotech. J., 31, 45-52.
-
(1994)
Can. Geotech. J.
, vol.31
, pp. 45-52
-
-
Yin, J.H.1
Graham, J.2
-
107
-
-
0028527107
-
Modelling unanticipated pore-water pressures in soft clays
-
Yin, J.-H., Graham, J., Clark, J. I., and Gao, L. (1994). "Modelling unanticipated pore-water pressures in soft clays." Can. Geotech. J., 31, 773-778.
-
(1994)
Can. Geotech. J.
, vol.31
, pp. 773-778
-
-
Yin, J.-H.1
Graham, J.2
Clark, J.I.3
Gao, L.4
-
108
-
-
0030237175
-
Elastic visco-plastic modelling of one-dimensional consolidation
-
Yin, J. H., and Graham, J. (1996). "Elastic visco-plastic modelling of one-dimensional consolidation." Geotechnique, 46(3), 515-527.
-
(1996)
Geotechnique
, vol.46
, Issue.3
, pp. 515-527
-
-
Yin, J.H.1
Graham, J.2
-
110
-
-
0016314323
-
Visco-plasticity-plasticity and creep in elastic solids - A unified numerical solution approach
-
Zienkiewicz, O. C., and Cormeau, I. C. (1974). "Visco-plasticity-plasticity and creep in elastic solids-A unified numerical solution approach." Int. J. Numer. Methods Eng., 8, 821-845.
-
(1974)
Int. J. Numer. Methods Eng.
, vol.8
, pp. 821-845
-
-
Zienkiewicz, O.C.1
Cormeau, I.C.2
-
111
-
-
0016648696
-
Associated and nonassociated viscoplasticity and plasticity in soil mechanics
-
Zienkiewicz, O. C., Humpheson, C., and Lewis, R. W. (1975). "Associated and nonassociated viscoplasticity and plasticity in soil mechanics." Geotechnique, 25(4), 671-689.
-
(1975)
Geotechnique
, vol.25
, Issue.4
, pp. 671-689
-
-
Zienkiewicz, O.C.1
Humpheson, C.2
Lewis, R.W.3
|