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Volumn 33, Issue 10, 2009, Pages 1289-1313

On the capillary stress tensor in wet granular materials

Author keywords

Capillary forces; DEM; Granular materials; Micromechanics; Microstructure; Unsaturated

Indexed keywords

COMPRESSION TESTING; ELASTOPLASTICITY; GRANULAR MATERIALS; HOMOGENIZATION METHOD; MICROMECHANICS; MICROSTRUCTURE; NUMERICAL METHODS; SHEAR FLOW; TENSORS;

EID: 70349649799     PISSN: 03639061     EISSN: 10969853     Source Type: Journal    
DOI: 10.1002/nag.767     Document Type: Article
Times cited : (145)

References (35)
  • 1
    • 18844364772 scopus 로고    scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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
  • 10
  • 12
    • 0025620943 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고
    • 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
  • 21
    • 0001458993 scopus 로고
    • A theoritical study of the liquid bridge force between rigid spherical bodies
    • Lian G, Thornton C, Adams MJ. A theoritical study of the liquid bridge force between rigid spherical bodies. Journal of Colloid an Interface Science 1993; 161:138-147.
    • (1993) Journal of Colloid an Interface Science , vol.161 , pp. 138-147
    • Lian, G.1    Thornton, C.2    Adams, M.J.3
  • 24
    • 33746587508 scopus 로고    scopus 로고
    • 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 scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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 scopus 로고    scopus 로고
    • 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


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.