-
1
-
-
18844364772
-
A multiscale approach to granular materials
-
Nicot F, Darve F. A multiscale approach to granular materials. Mechanics of Materials 2005; 37(9):980-1006.
-
(2005)
Mechanics of Materials
, vol.37
, Issue.9
, pp. 980-1006
-
-
Nicot, F.1
Darve, F.2
-
2
-
-
0018441375
-
A discrete numerical model for granular assemblies
-
Cundall PA, Strack ODL. A discrete numerical model for granular assemblies. Géotechnique 1979; 29(1):47-65.
-
(1979)
Géotechnique
, vol.29
, Issue.1
, pp. 47-65
-
-
Cundall, P.A.1
Strack, O.D.L.2
-
3
-
-
84933898357
-
-
Fisher RA. On the capillarity forces in an ideal soil: correction of formulae given by W. B. Haines. Journal of Agricultural Science 1926; 16:492-505.
-
Fisher RA. On the capillarity forces in an ideal soil: correction of formulae given by W. B. Haines. Journal of Agricultural Science 1926; 16:492-505.
-
-
-
-
4
-
-
0000352402
-
Principles of soil mechanics, a summary of experimental results of clay and sand
-
Terzaghi K. Principles of soil mechanics, a summary of experimental results of clay and sand. Engineering New Record 1925; 3-98.
-
(1925)
Engineering New Record
, pp. 3-98
-
-
Terzaghi, K.1
-
5
-
-
0000212475
-
The principle of effective stress
-
Bishop AW. The principle of effective stress. Tecnisk Ukelab 1959; 39:859-863.
-
(1959)
Tecnisk Ukelab
, vol.39
, pp. 859-863
-
-
Bishop, A.W.1
-
7
-
-
0037357018
-
Effective stress in unsaturated soil: A microstructural analysis
-
Li XS. Effective stress in unsaturated soil: a microstructural analysis. Géotechnique 2003; 53:273-277.
-
(2003)
Géotechnique
, vol.53
, pp. 273-277
-
-
Li, X.S.1
-
8
-
-
4644258210
-
Insight into shear strength functions of unsaturated granulates by DE - analyses
-
Jiang MJ, Leroueil S, Konrad JM. Insight into shear strength functions of unsaturated granulates by DE - analyses. Computers and Geotechnics 2004; 31:473-489.
-
(2004)
Computers and Geotechnics
, vol.31
, pp. 473-489
-
-
Jiang, M.J.1
Leroueil, S.2
Konrad, J.M.3
-
12
-
-
0025620943
-
A constitutive model for partially saturated soils
-
Alonso EE, Gens A, Hight DW. A constitutive model for partially saturated soils. Géotechnique 1990; 40(3): 405-430.
-
(1990)
Géotechnique
, vol.40
, Issue.3
, pp. 405-430
-
-
Alonso, E.E.1
Gens, A.2
Hight, D.W.3
-
13
-
-
0028974913
-
An elasto-plastic critical state framework for unsaturated soils
-
Wheeler SJ, Sivakumar V. An elasto-plastic critical state framework for unsaturated soils. Géotechnique 1945; 45(1):35-53.
-
(1945)
Géotechnique
, vol.45
, Issue.1
, pp. 35-53
-
-
Wheeler, S.J.1
Sivakumar, V.2
-
14
-
-
34547583143
-
Some aspects of effective stress in saturated and partly saturated soils
-
Bishop AW, Blight GE. Some aspects of effective stress in saturated and partly saturated soils. Géotechnique 1963; 13(3):177-197.
-
(1963)
Géotechnique
, vol.13
, Issue.3
, pp. 177-197
-
-
Bishop, A.W.1
Blight, G.E.2
-
15
-
-
84958431651
-
Studies of the physical properties of soils. II. A note on the cohesion developed by capillarity forces in an ideal soil
-
Haines WB. Studies of the physical properties of soils. II. A note on the cohesion developed by capillarity forces in an ideal soil. Journal of Agricultural Science 1925; 15:529-535.
-
(1925)
Journal of Agricultural Science
, vol.15
, pp. 529-535
-
-
Haines, W.B.1
-
18
-
-
0000215584
-
Micromechanical definition of the Cauchy stress tensor for particulate media
-
Selvadurai APS ed, Elsevier: Amsterdam, The Netherlands
-
Rothenburg L, Selvadurai APS. Micromechanical definition of the Cauchy stress tensor for particulate media. In Mechanics of Structured Media, Selvadurai APS (ed.). Elsevier: Amsterdam, The Netherlands, 1981; 469-486.
-
(1981)
Mechanics of Structured Media
, pp. 469-486
-
-
Rothenburg, L.1
Selvadurai, A.P.S.2
-
19
-
-
53049098732
-
A new open-source software using a discrete element method to simulate granular material
-
Kozicki J, Donze FV. A new open-source software using a discrete element method to simulate granular material. Computer Methods in Applied Mechanics and Engineering 2008; 197:4429-4443.
-
(2008)
Computer Methods in Applied Mechanics and Engineering
, vol.197
, pp. 4429-4443
-
-
Kozicki, J.1
Donze, F.V.2
-
20
-
-
0016114157
-
The capillary binding force of a liquid bridge
-
Hotta K, Takeda K, Ionya K. The capillary binding force of a liquid bridge. Powder Technology 1974; 10:231-242.
-
(1974)
Powder Technology
, vol.10
, pp. 231-242
-
-
Hotta, K.1
Takeda, K.2
Ionya, K.3
-
24
-
-
33746587508
-
La simulation numrique discrète du comportement des matériaux granulaires.
-
Mahboubi A, Ghaouti A, Cambou B. La simulation numrique discrète du comportement des matériaux granulaires. Revue Française de Géotechnique 1996; 76:45-61.
-
(1996)
Revue Française de Géotechnique
, vol.76
, pp. 45-61
-
-
Mahboubi, A.1
Ghaouti, A.2
Cambou, B.3
-
25
-
-
70349635385
-
A constitutive model for non-cohesive soils
-
Cambou B, Jafari K. A constitutive model for non-cohesive soils. Computers and Geotechnics 1989; 7(4):341-359.
-
(1989)
Computers and Geotechnics
, vol.7
, Issue.4
, pp. 341-359
-
-
Cambou, B.1
Jafari, K.2
-
26
-
-
0033885710
-
A micro-mechanically based constitutive model for frictional deformation of granular materials
-
Nemat-Nasser S. A micro-mechanically based constitutive model for frictional deformation of granular materials. Journal of the Mechanics and Physics of Solids 2000; 48:1541-1563.
-
(2000)
Journal of the Mechanics and Physics of Solids
, vol.48
, pp. 1541-1563
-
-
Nemat-Nasser, S.1
-
27
-
-
13844316926
-
An elastoplastic model for granular materials with microstructural consideration
-
Chang CS, Hicher P-Y. An elastoplastic model for granular materials with microstructural consideration. International Journal of Solids and Structures 2005; 42(12):4258-4277.
-
(2005)
International Journal of Solids and Structures
, vol.42
, Issue.12
, pp. 4258-4277
-
-
Chang, C.S.1
Hicher, P.-Y.2
-
28
-
-
0030271037
-
On the validity of the effective stress concept for assessing the strength of saturated porous materials: A homogenization approach
-
De Buhan P, Dormieux L. On the validity of the effective stress concept for assessing the strength of saturated porous materials: a homogenization approach. Journal of the Mechanics and Physics of Solids 1996; 44(10): 1649-1667.
-
(1996)
Journal of the Mechanics and Physics of Solids
, vol.44
, Issue.10
, pp. 1649-1667
-
-
De Buhan, P.1
Dormieux, L.2
-
29
-
-
13844321192
-
Experimental behaviour of granular materials
-
Cambou B ed, Springer: New York
-
Hicher P-Y. Experimental behaviour of granular materials. In Behavior of Granular Materials, Cambou B (ed.). Springer: New York, 1998; 1-97.
-
(1998)
Behavior of Granular Materials
, pp. 1-97
-
-
Hicher, P.-Y.1
-
33
-
-
70349634493
-
-
Dangla P, Coussy O, Eymard R. Non-linear poroelasticity for unsaturated porous materials: an energy approach. Poromechanics, a tribute to M. A. Biot. Proceedings of the Biot Conference on Poromechanics, Balkema, 1998; 59-64.
-
Dangla P, Coussy O, Eymard R. Non-linear poroelasticity for unsaturated porous materials: an energy approach. Poromechanics, a tribute to M. A. Biot. Proceedings of the Biot Conference on Poromechanics, Balkema, 1998; 59-64.
-
-
-
-
34
-
-
24744449536
-
Generalised effective stress analysis of strength and small strains behaviour of a silty sand, from dry to saturated state
-
Fleureau J-M, Hadiwardoyo S, Gomes Correia A. Generalised effective stress analysis of strength and small strains behaviour of a silty sand, from dry to saturated state. Soils and Foundations 2003; 43(4):21-33.
-
(2003)
Soils and Foundations
, vol.43
, Issue.4
, pp. 21-33
-
-
Fleureau, J.-M.1
Hadiwardoyo, S.2
Gomes Correia, A.3
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