-
4
-
-
0025223549
-
Incrementaly non-linear constitutive relationships
-
Darve, F. (ed.), Elsevier Applied Science, London
-
DARVE, F. (1990). Incrementaly non-linear constitutive relationships. In Darve, F. (ed.), Geomaterials Constitutive Equations and Modelling, Elsevier Applied Science, London, pp. 213-238.
-
(1990)
Geomaterials Constitutive Equations and Modelling
, pp. 213-238
-
-
Darve, F.1
-
5
-
-
3042895249
-
A class of incrementally nonlinear constitutive relationships and applications to clays
-
DARVE, F., FLAVIGNY, E. and ROJAS, E. (1986). A class of incrementally nonlinear constitutive relationships and applications to clays. Computers and Geotechnics, Vol. 2, No.1, pp. 43-66.
-
(1986)
Computers and Geotechnics
, vol.2
, Issue.1
, pp. 43-66
-
-
Darve, F.1
Flavigny, E.2
Rojas, E.3
-
6
-
-
0016535445
-
Nonlinear settlement analysis by finite element
-
ASCE
-
DOMASCHUK, L. and VILLIAPPAN, P. (1975). Nonlinear settlement analysis by finite element. Journal of Soil Mech. and Found. Div., ASCE, Vol. 101, No.GT7, pp.601-614.
-
(1975)
Journal of Soil Mech. and Found. Div.
, vol.101
, Issue.GT7
, pp. 601-614
-
-
Domaschuk, L.1
Villiappan, P.2
-
8
-
-
0000428440
-
Soil mechanics and plastic analysis or limit design
-
DRUCKER, D.C. and PRAGER, W. (1952). Soil mechanics and plastic analysis or limit design. Q. Appl. Math. Vol. 10, No. 2, pp.157-175.
-
(1952)
Q. Appl. Math.
, vol.10
, Issue.2
, pp. 157-175
-
-
Drucker, D.C.1
Prager, W.2
-
10
-
-
0003460952
-
-
Report No. UBC/GT/80-01. Department of Civil Engineering, University of California, Berkeley
-
DUNCAN, J.M., BYRNE, P., WONG, K.S. and MABRY, P. (1980). Strength, Stress-Strain and Bulk Modulus Parameters for Finite Element Analyses of Stresses and Movements in Soil Masses. Report No. UBC/GT/80-01. Department of Civil Engineering, University of California, Berkeley.
-
(1980)
Strength, Stress-Strain and Bulk Modulus Parameters for Finite Element Analyses of Stresses and Movements in Soil Masses
-
-
Duncan, J.M.1
Byrne, P.2
Wong, K.S.3
Mabry, P.4
-
11
-
-
0000412014
-
Nonlinear analysis of stress and strain in soils
-
DUNCAN, J.M. and CHANG, C.Y. (1970). Nonlinear analysis of stress and strain in soils. Journal of Soil Mech. and Found. Div., ASCE, Vol. 96, No. SM5, pp.1629-1654.
-
(1970)
Journal of Soil Mech. and Found. Div., ASCE
, vol.96
, Issue.SM5
, pp. 1629-1654
-
-
Duncan, J.M.1
Chang, C.Y.2
-
12
-
-
7444234338
-
-
Geo-Slope International Ltd., Calgary, Canada
-
GEO-SLOPE (1998). SIGMA/W, Version 4, Geo-Slope International Ltd., Calgary, Canada.
-
(1998)
SIGMA/W, Version 4
-
-
-
13
-
-
0001526376
-
Stress-deflection relation for isotropic materials
-
RIVLIN, R.S. and ERICKSEN, J.L. (1955). Stress-deflection relation for isotropic materials. Journal of Rational Mechanics and Analysis, Vol. 4, No. 1, pp. 323-425.
-
(1955)
Journal of Rational Mechanics and Analysis
, vol.4
, Issue.1
, pp. 323-425
-
-
Rivlin, R.S.1
Ericksen, J.L.2
-
14
-
-
0002724115
-
On the generalized stress-strain behavior of 'wet clay'
-
Cambridge University Press
-
ROSCOE, K.H. and BURLAND, J.B. (1968). On the generalized stress-strain behavior of 'wet clay'. Engineering Plasticity, Cambridge University Press.
-
(1968)
Engineering Plasticity
-
-
Roscoe, K.H.1
Burland, J.B.2
-
17
-
-
7444225328
-
Application of elastic-plastic finite element method to deep excavation problem
-
YANG, Y.W., YUAN, J.-X., and ZHANG, M.Y. (1998). Application of elastic-plastic finite element method to deep excavation problem. Proceedings of Computer Methods and Advances in Geomechanics, Vol. 2, pp. 1899-1902.
-
(1998)
Proceedings of Computer Methods and Advances in Geomechanics
, vol.2
, pp. 1899-1902
-
-
Yang, Y.W.1
Yuan, J.-X.2
Zhang, M.Y.3
-
19
-
-
0024773151
-
Constitutive modeling of soil behavior using three-moduli hypoelasticity
-
Rio De Janeiro, Brazil
-
YIN, J.-H., Graham, J., Saadat, F. and Azizi, F. (1989). Constitutive modeling of soil behavior using three-moduli hypoelasticity. Proceedings 12th Intl. Conf. Soil Mech. Found. Eng'g., Rio De Janeiro, Brazil, pp.143-147.
-
(1989)
Proceedings 12th Intl. Conf. Soil Mech. Found. Eng'g.
, pp. 143-147
-
-
Yin, J.-H.1
Graham, J.2
Saadat, F.3
Azizi, F.4
-
20
-
-
0025572871
-
Constitutive modeling of a compacted sand-bentonite mixture using three-modulus hypoelasticity
-
YIN, J.-H., SAADAT, F. and GRAHAM, J. (1990). Constitutive modeling of a compacted sand-bentonite mixture using three-modulus hypoelasticity. Canadian Geotechnical Journal, Vol. 27, pp. 365-372.
-
(1990)
Canadian Geotechnical Journal
, vol.27
, pp. 365-372
-
-
Yin, J.-H.1
Saadat, F.2
Graham, J.3
-
21
-
-
7444233762
-
Incremental non-linear models
-
Institute of Rock and Soil Mechanics, The Chinese Academy of Sciences, (in Chinese)
-
YIN, J.-H. and YUAN, J.-X. (1985). Incremental non-linear models. Journal of Rock and Soil Mechanics. Institute of Rock and Soil Mechanics, The Chinese Academy of Sciences, Vol. 6, pp. 5-14 (in Chinese).
-
(1985)
Journal of Rock and Soil Mechanics
, vol.6
, pp. 5-14
-
-
Yin, J.-H.1
Yuan, J.-X.2
|