-
1
-
-
0004583357
-
Mechanical behaviour and strain-rate dependence of high porosity chalk
-
Brighton, London: Thomas Telford
-
Addis, M. A. & Jones, M. E. (1990). Mechanical behaviour and strain-rate dependence of high porosity chalk. Proceedings of the International Chalk Symposium, Brighton, pp. 111-116. London: Thomas Telford.
-
(1990)
Proceedings of the International Chalk Symposium
, pp. 111-116
-
-
Addis, M.A.1
Jones, M.E.2
-
2
-
-
0024800451
-
An experimentally based bubble model for clay
-
(edited by S. Pietruszczak and G. N. Pande), Rotterdam
-
Al-Tabbaa, A. & Wood, D. M. (1989). An experimentally based bubble model for clay. In Numerical models in geomechanics, Niagara Falls (edited by S. Pietruszczak and G. N. Pande), Rotterdam, pp. 91-99.
-
(1989)
Numerical Models in Geomechanics, Niagara Falls
, pp. 91-99
-
-
Al-Tabbaa, A.1
Wood, D.M.2
-
4
-
-
0026096060
-
Geotechnical properties of the Corinth Canal marls
-
Anagnostopoulos, A., Kalteziotis, N., Tsiambaos, G. K. & Kavvadas, M. (1991). Geotechnical properties of the Corinth Canal marls. Geotech. Geol. Engng 9, 1-26.
-
(1991)
Geotech. Geol. Engng
, vol.9
, pp. 1-26
-
-
Anagnostopoulos, A.1
Kalteziotis, N.2
Tsiambaos, G.K.3
Kavvadas, M.4
-
5
-
-
0031257404
-
Coupling plasticity and energy-conserving elasticity models for clays
-
Borja, R. I., Tamagnini, C. & Amorosi, A. (1997). Coupling plasticity and energy-conserving elasticity models for clays. J. Geotech. Geoenv. Engng ASCE 123, 948-957.
-
(1997)
J. Geotech. Geoenv. Engng ASCE
, vol.123
, pp. 948-957
-
-
Borja, R.I.1
Tamagnini, C.2
Amorosi, A.3
-
6
-
-
0025645141
-
On the compressibility and shear strength of natural clays
-
Burland, J. B. (1990). On the compressibility and shear strength of natural clays. Géotechnique 40, No. 3, 329-378.
-
(1990)
Géotechnique
, vol.40
, Issue.3
, pp. 329-378
-
-
Burland, J.B.1
-
7
-
-
0030238322
-
A laboratory study of the strength of four stiff clays
-
Burland, J. B., Rampello, S., Georgiannou, V. N. & Calabresi, G. (1996). A laboratory study of the strength of four stiff clays. Géotechnique 46, No. 3, 491-514.
-
(1996)
Géotechnique
, vol.46
, Issue.3
, pp. 491-514
-
-
Burland, J.B.1
Rampello, S.2
Georgiannou, V.N.3
Calabresi, G.4
-
8
-
-
0022185674
-
Effects of swelling caused by unloading in overconsolidated clays
-
San Francisco
-
Calabresi, G. & Scarpelli, G. (1985). Effects of swelling caused by unloading in overconsolidated clays. Proc. 11th ICSMFE, San Francisco 1, 411-414.
-
(1985)
Proc. 11th ICSMFE
, vol.1
, pp. 411-414
-
-
Calabresi, G.1
Scarpelli, G.2
-
9
-
-
0031655582
-
A constitutive model coupling elastoplasticity and damage for cohesive-frictional materials
-
Chazallon, C. & Hicher, P. Y. (1998). A constitutive model coupling elastoplasticity and damage for cohesive-frictional materials. Mechanics Cohesive-Frictional Materials 3, 41-63.
-
(1998)
Mechanics Cohesive-Frictional Materials
, vol.3
, pp. 41-63
-
-
Chazallon, C.1
Hicher, P.Y.2
-
11
-
-
0027519060
-
The mechanics of cemented carbonate sands
-
Coop, M. R. & Atkinson, J. H. (1993). The mechanics of cemented carbonate sands. Géotechnique 43, No. 1, 53-67.
-
(1993)
Géotechnique
, vol.43
, Issue.1
, pp. 53-67
-
-
Coop, M.R.1
Atkinson, J.H.2
-
14
-
-
0022187877
-
Yield of a soft, high-porosity rock
-
Eliot, G. M. & Brown, E. T. (1985). Yield of a soft, high-porosity rock. Géotechnique 35, No. 4, 413-423.
-
(1985)
Géotechnique
, vol.35
, Issue.4
, pp. 413-423
-
-
Eliot, G.M.1
Brown, E.T.2
-
17
-
-
0020229861
-
A theoretical model for describing the behaviour of soils not obeying Rendulic's principle
-
Zurich
-
Gens, A. & Potts, D. M. (1982). A theoretical model for describing the behaviour of soils not obeying Rendulic's principle. International symposium on numerical models in geomechanics, Zurich, pp. 24-32.
-
(1982)
International Symposium on Numerical Models in Geomechanics
, pp. 24-32
-
-
Gens, A.1
Potts, D.M.2
-
18
-
-
0027836880
-
The prediction of surface settlement profiles due to tunnelling
-
(edited by G. T. Houlsby and A. N. Schofield), London, Thomas Telford
-
Gunn, M. J. (1993). The prediction of surface settlement profiles due to tunnelling. In Predictive soil mechanics (edited by G. T. Houlsby and A. N. Schofield), pp. 304-316 London, Thomas Telford.
-
(1993)
Predictive Soil Mechanics
, pp. 304-316
-
-
Gunn, M.J.1
-
21
-
-
0022228301
-
The use of a variable shear modulus in elasticplastic models for clays
-
Houlsby, G. T. (1985). The use of a variable shear modulus in elasticplastic models for clays. Computers Geotechnics 1, 3-13.
-
(1985)
Computers Geotechnics
, vol.1
, pp. 3-13
-
-
Houlsby, G.T.1
-
22
-
-
84928568275
-
Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction
-
Jardine, R. J., Potts, D. M., Fourie, A. B. & Burland, J. B. (1986). Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction. Géotechnique 36, No. 2, 377-396.
-
(1986)
Géotechnique
, vol.36
, Issue.2
, pp. 377-396
-
-
Jardine, R.J.1
Potts, D.M.2
Fourie, A.B.3
Burland, J.B.4
-
23
-
-
0025867864
-
Some practical applications of a non-linear ground model
-
Jardine, R. J., St John, H. D., Hight, D. W. & Potts, D. M. (1991). Some practical applications of a non-linear ground model. Proc. 10th Eur. Conf. Soil Mechanics Found. Engng, Florence 1, 223-228.
-
(1991)
Proc. 10th Eur. Conf. Soil Mechanics Found. Engng, Florence
, vol.1
, pp. 223-228
-
-
Jardine, R.J.1
St John, H.D.2
Hight, D.W.3
Potts, D.M.4
-
26
-
-
0029415875
-
An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression
-
Lagioia, R. & Nova, R. (1995). An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression. Géotechnique 45, No. 4, 633-648.
-
(1995)
Géotechnique
, vol.45
, Issue.4
, pp. 633-648
-
-
Lagioia, R.1
Nova, R.2
-
28
-
-
0025676842
-
The general and congruent effects of structure in natural soils and weak rocks
-
Leroueil, S. & Vaughan, P. R. (1990). The general and congruent effects of structure in natural soils and weak rocks. Géotechnique 40, No. 3, 467-488.
-
(1990)
Géotechnique
, vol.40
, Issue.3
, pp. 467-488
-
-
Leroueil, S.1
Vaughan, P.R.2
-
29
-
-
0021644964
-
Time-dependent strength gain in freshly deposited or densified sand
-
Mitchell, J. K. & Solymar, Z. V. (1984). Time-dependent strength gain in freshly deposited or densified sand. Journal of Geotechnical Engineering division ASCE 110, No. GT11, 1559-1576.
-
(1984)
Journal of Geotechnical Engineering Division ASCE
, vol.110
, Issue.GT11
, pp. 1559-1576
-
-
Mitchell, J.K.1
Solymar, Z.V.2
-
30
-
-
0017996923
-
An anisotropic hardening model for soils and its application to cyclic loading
-
Mroz, Z., Norris, V. A. & Zienkiewicz, O. C. (1978). An anisotropic hardening model for soils and its application to cyclic loading. Int. J. Num. Anal. Methods Geomechanics 2, 203-221.
-
(1978)
Int. J. Num. Anal. Methods Geomechanics
, vol.2
, pp. 203-221
-
-
Mroz, Z.1
Norris, V.A.2
Zienkiewicz, O.C.3
-
31
-
-
0018441326
-
Application of an anisotropic hardening model in the analysis of elasto-plastic deformation of soils
-
Mroz, Z., Norris, V. A. & Zienkiewicz, O. C. (1979). Application of an anisotropic hardening model in the analysis of elasto-plastic deformation of soils. Géotechnique 29, No. 1, 1-34.
-
(1979)
Géotechnique
, vol.29
, Issue.1
, pp. 1-34
-
-
Mroz, Z.1
Norris, V.A.2
Zienkiewicz, O.C.3
-
34
-
-
0017720039
-
On the hardening of soils
-
Nova, R. (1977). On the hardening of soils. Archwm Mech. Stosow 29, No. 3, 445-458.
-
(1977)
Archwm Mech. Stosow
, vol.29
, Issue.3
, pp. 445-458
-
-
Nova, R.1
-
36
-
-
0022267666
-
Simple model for transient soil loading in earthquake analysis: II: Non-associative models for sands
-
Pastor, M., Zienkiewicz, O. C. & Leung, K. H. (1985). Simple model for transient soil loading in earthquake analysis: II: Non-associative models for sands. Int. J. Num. Anal. Methods Geomechanics 9, 477-498.
-
(1985)
Int. J. Num. Anal. Methods Geomechanics
, vol.9
, pp. 477-498
-
-
Pastor, M.1
Zienkiewicz, O.C.2
Leung, K.H.3
-
37
-
-
0025573626
-
Generalized plasticity and the modelling of soil behaviour
-
Pastor, M., Zienkiewicz, O. C. & Chan, A. H. C. (1990). Generalized plasticity and the modelling of soil behaviour. Int. J. Num. Anal. Methods Geomechanics 14, 151-190.
-
(1990)
Int. J. Num. Anal. Methods Geomechanics
, vol.14
, pp. 151-190
-
-
Pastor, M.1
Zienkiewicz, O.C.2
Chan, A.H.C.3
-
38
-
-
0018030417
-
Plasticity theory for soil stress-strain behaviour
-
Prevost, J. H. (1978). Plasticity theory for soil stress-strain behaviour J. Engng Mech. Div. ASCE 104, No. 5, 1177-1194.
-
(1978)
J. Engng Mech. Div. ASCE
, vol.104
, Issue.5
, pp. 1177-1194
-
-
Prevost, J.H.1
-
40
-
-
0001130448
-
Strength and dilatancy of natural and reconstituted Vallericca clay
-
Athens
-
Rampello, S., Georgiannou, V. N. & Viggiani, G. (1993). Strength and dilatancy of natural and reconstituted Vallericca clay. Proceedings of the international symposium on hard soils-soft rocks, Athens, pp. 761-768.
-
(1993)
Proceedings of the International Symposium on Hard Soils-soft Rocks
, pp. 761-768
-
-
Rampello, S.1
Georgiannou, V.N.2
Viggiani, G.3
-
41
-
-
0002724115
-
On the generalized stress-strain behaviour of wet clay
-
(edited by J. Hayman and F. A. Leckie), Cambridge University Press
-
Roscoe, K. H. & Burland, J. B. (1968). On the generalized stress-strain behaviour of wet clay. In Engineering plasticity (edited by J. Hayman and F. A. Leckie), pp. 535-609. Cambridge University Press.
-
(1968)
Engineering Plasticity
, pp. 535-609
-
-
Roscoe, K.H.1
Burland, J.B.2
-
42
-
-
0026882695
-
Properties of some kaolin-based model clay soils
-
Rossato, G., Ninis, N. L. & Jardine, R. J. (1992). Properties of some kaolin-based model clay soils. Geotech. Testing J. 15, No. 2, 166-179.
-
(1992)
Geotech. Testing J.
, vol.15
, Issue.2
, pp. 166-179
-
-
Rossato, G.1
Ninis, N.L.2
Jardine, R.J.3
-
43
-
-
0027007903
-
The yielding of Bothkennar clay
-
Smith, P. R., Jardine, R. J. & Hight, D. W. (1992). The yielding of Bothkennar clay. Géotechnique 42, No. 2, 257-274.
-
(1992)
Géotechnique
, vol.42
, Issue.2
, pp. 257-274
-
-
Smith, P.R.1
Jardine, R.J.2
Hight, D.W.3
-
44
-
-
0031171492
-
The development and evaluation of a constitutive model for the prediction of ground movements in overconsolidated clays
-
Stallebrass, S. E. & Taylor, R. N. (1997). The development and evaluation of a constitutive model for the prediction of ground movements in overconsolidated clays. Géotechnique 47, No. 2, 235-253.
-
(1997)
Géotechnique
, vol.47
, Issue.2
, pp. 235-253
-
-
Stallebrass, S.E.1
Taylor, R.N.2
-
48
-
-
0025417901
-
Influence of structure and composition on residual soils
-
Wesley, L. D. (1990). Influence of structure and composition on residual soils. JGED, ASCE 116, No. 4, 589-603.
-
(1990)
JGED, ASCE
, vol.116
, Issue.4
, pp. 589-603
-
-
Wesley, L.D.1
-
49
-
-
0028183942
-
Formulation of the MIT-E3 constitutive model for overconsolidated clays
-
Whittle, A. J. & Kavvadas, M. (1994). Formulation of the MIT-E3 constitutive model for overconsolidated clays. Journal of Geotechnical Engineering division, ASCE 120, No. 1, 173-198.
-
(1994)
Journal of Geotechnical Engineering Division, ASCE
, vol.120
, Issue.1
, pp. 173-198
-
-
Whittle, A.J.1
Kavvadas, M.2
-
50
-
-
0017633233
-
Two-invariants-dependent model of granular media
-
Wilde, P. (1977). Two-invariants-dependent model of granular media, Archwm Mech. Stosow 29, No. 4, 799-809.
-
(1977)
Archwm Mech. Stosow
, vol.29
, Issue.4
, pp. 799-809
-
-
Wilde, P.1
-
51
-
-
0013280809
-
-
Engineeering Department, Cambridge University, CUED/D-Soils TR75
-
Wroth, C. P., Randolph, M. F., Houlsby, G. T. & Fahey, M. (1979). Correlations for the engineering properties of soils, with particular reference to the shear modulus. Engineeering Department, Cambridge University, CUED/D-Soils TR75.
-
(1979)
Correlations for the Engineering Properties of Soils, with Particular Reference to the Shear Modulus
-
-
Wroth, C.P.1
Randolph, M.F.2
Houlsby, G.T.3
Fahey, M.4
-
52
-
-
84986852031
-
A simple model for transient soil loading in earthquake analysis
-
Zienkiewicz, O. C., Leung, K. H. & Pastor, M. (1985). A simple model for transient soil loading in earthquake analysis. Int. J. Num. Anal. Methods Geomechanics 9, 953-976.
-
(1985)
Int. J. Num. Anal. Methods Geomechanics
, vol.9
, pp. 953-976
-
-
Zienkiewicz, O.C.1
Leung, K.H.2
Pastor, M.3
|