-
1
-
-
0000329145
-
Some basic engineering properties of halloysite and allophane clays in Java, Indonesia
-
Wesley L.D. Some basic engineering properties of halloysite and allophane clays in Java, Indonesia. Géotechnique 1973, 23(4):471-494.
-
(1973)
Géotechnique
, vol.23
, Issue.4
, pp. 471-494
-
-
Wesley, L.D.1
-
2
-
-
0002686511
-
Shear strength properties of halloysite and allophane clays in Java, Indonesia
-
Wesley L.D. Shear strength properties of halloysite and allophane clays in Java, Indonesia. Géotechnique 1977, 27(2):125-136.
-
(1977)
Géotechnique
, vol.27
, Issue.2
, pp. 125-136
-
-
Wesley, L.D.1
-
4
-
-
0025676842
-
The general and congruent effects of structure in natural soils
-
Leroueil S. The general and congruent effects of structure in natural soils. Géotechnique 1990, 40(3):467-488.
-
(1990)
Géotechnique
, vol.40
, Issue.3
, pp. 467-488
-
-
Leroueil, S.1
-
5
-
-
0035736785
-
Consolidation behaviour of allophane clays
-
Wesley L.D. Consolidation behaviour of allophane clays. Géotechnique 2001, 51(10):901-904.
-
(2001)
Géotechnique
, vol.51
, Issue.10
, pp. 901-904
-
-
Wesley, L.D.1
-
10
-
-
0022301291
-
Soil models as a basis for modelling the behaviour of geophysical materials
-
Nova R. Soil models as a basis for modelling the behaviour of geophysical materials. Acta Mech 1986, 64:31-44.
-
(1986)
Acta Mech
, vol.64
, pp. 31-44
-
-
Nova, R.1
-
11
-
-
0000651720
-
Conceptual bases for a constitutive model for bonded soils and weak rocks
-
Balkema, Athens
-
Gens A., Nova R. Conceptual bases for a constitutive model for bonded soils and weak rocks. Proc int symp on hard soils soft rocks 1993, 485-494. Balkema, Athens.
-
(1993)
Proc int symp on hard soils soft rocks
, pp. 485-494
-
-
Gens, A.1
Nova, R.2
-
13
-
-
0041854206
-
A constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation
-
Nova R., Castellanza R., Tamagnini C. A constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation. Int J Anal Meth Geomech 2003, 27:705-732.
-
(2003)
Int J Anal Meth Geomech
, vol.27
, pp. 705-732
-
-
Nova, R.1
Castellanza, R.2
Tamagnini, C.3
-
14
-
-
84986206626
-
Aspects of modelling geotechnical problems in hard soils and soft argillaceous rocks
-
Taylor & Francis, Ottawa (Canada), S. Pietruszczak, G.N. Pande (Eds.)
-
Vaunat J., Gens A. Aspects of modelling geotechnical problems in hard soils and soft argillaceous rocks. Ninth international symposium on 'numerical models in geomechanics - NUMOG IX' 2004, 37-43. Taylor & Francis, Ottawa (Canada). S. Pietruszczak, G.N. Pande (Eds.).
-
(2004)
Ninth international symposium on 'numerical models in geomechanics - NUMOG IX'
, pp. 37-43
-
-
Vaunat, J.1
Gens, A.2
-
15
-
-
0002226904
-
Some numerical methods in multibody dynamics: application to granular materials
-
Moreau J.J. Some numerical methods in multibody dynamics: application to granular materials. Eur J Mech A/Solids 1994, 13(Suppl. 4):93-114.
-
(1994)
Eur J Mech A/Solids
, vol.13
, Issue.SUPPL. 4
, pp. 93-114
-
-
Moreau, J.J.1
-
17
-
-
0033350054
-
The non smooth contact dynamics method
-
Jean M. The non smooth contact dynamics method. Comput Methods Appl Mech Eng 1999, 117:235-257.
-
(1999)
Comput Methods Appl Mech Eng
, vol.117
, pp. 235-257
-
-
Jean, M.1
-
18
-
-
65049084306
-
Contact dynamics as a nonsmooth discrete element method
-
Radjai F., Richefeu V. Contact dynamics as a nonsmooth discrete element method. Mech Mater 2009, 41(6):715-728.
-
(2009)
Mech Mater
, vol.41
, Issue.6
, pp. 715-728
-
-
Radjai, F.1
Richefeu, V.2
-
20
-
-
27744566800
-
Rheology, force transmission, and shear instabilities in frictional granular media from biaxial numerical tests using the contact dynamics method
-
Taboada A., Chang K.-J., Radjai F., Bouchette F. Rheology, force transmission, and shear instabilities in frictional granular media from biaxial numerical tests using the contact dynamics method. J Geophys Res 2005, 110(9):B09202.
-
(2005)
J Geophys Res
, vol.110
, Issue.9
-
-
Taboada, A.1
Chang, K.-J.2
Radjai, F.3
Bouchette, F.4
-
21
-
-
77955136947
-
Simulation of cemented granular materials. I. Macroscopic stress-strain response and strain localization
-
Estrada N., Lizcano A., Taboada A. Simulation of cemented granular materials. I. Macroscopic stress-strain response and strain localization. Phys Rev E 2010, 82:011303.
-
(2010)
Phys Rev E
, vol.82
, pp. 011303
-
-
Estrada, N.1
Lizcano, A.2
Taboada, A.3
-
22
-
-
77955845145
-
An anisotropic model for structured soils
-
Belokas G., Kavvadas M. An anisotropic model for structured soils. Comput Geotech 2010, 37:737-747.
-
(2010)
Comput Geotech
, vol.37
, pp. 737-747
-
-
Belokas, G.1
Kavvadas, M.2
-
23
-
-
0025620943
-
A constitutive model for partially saturated soils
-
este es un ensayo de not
-
Alonso E.E., Gens A., Josa A. A constitutive model for partially saturated soils. Géotechnique 1990, 40(3):405-430. este es un ensayo de not.
-
(1990)
Géotechnique
, vol.40
, Issue.3
, pp. 405-430
-
-
Alonso, E.E.1
Gens, A.2
Josa, A.3
-
24
-
-
0028974913
-
An elasto-plastic critical state framework for unsaturated soil
-
Wheeler S.J., Sivakumar V. An elasto-plastic critical state framework for unsaturated soil. Géotechnique 1995, 45(1):35-53.
-
(1995)
Géotechnique
, vol.45
, Issue.1
, pp. 35-53
-
-
Wheeler, S.J.1
Sivakumar, V.2
-
25
-
-
0030169959
-
Yielding and plastic behaviour of an unsaturated compacted silt
-
Cui Y.J., Delage P. Yielding and plastic behaviour of an unsaturated compacted silt. Géotechnique 1996, 46(2):291-311.
-
(1996)
Géotechnique
, vol.46
, Issue.2
, pp. 291-311
-
-
Cui, Y.J.1
Delage, P.2
-
26
-
-
0032181241
-
Modelling the behaviour of unsaturated soil using an elastoplastic constitutive model
-
Thomas H.R., He Y. Modelling the behaviour of unsaturated soil using an elastoplastic constitutive model. Géotechnique 1998, 48(5):598-603.
-
(1998)
Géotechnique
, vol.48
, Issue.5
, pp. 598-603
-
-
Thomas, H.R.1
He, Y.2
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