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Volumn 9, Issue 6, 2007, Pages 431-437

An interpretation of the internal length in Chang's couple-stress continuum for bonded granulates

Author keywords

Bonded granulates; Contact model; Couple stress continuum; Internal length

Indexed keywords

BONDED GRANULATES; BONDED MATERIALS; COUPLE-STRESS CONTINUUM; GEOMECHANICS; INTERNAL LENGTH;

EID: 35948929104     PISSN: 14345021     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10035-007-0063-1     Document Type: Article
Times cited : (29)

References (38)
  • 2
    • 0027789915 scopus 로고
    • Triaxial testing of naturally cemented carbonate soil
    • 9
    • Airey D.W. (1993). Triaxial testing of naturally cemented carbonate soil. J. Geotech. Eng. ASCE 119(9): 1379-1398
    • (1993) J. Geotech. Eng. ASCE , vol.119 , pp. 1379-1398
    • Airey, D.W.1
  • 3
    • 0025919883 scopus 로고
    • Cyclic response of calcareous soil from the North-West Shelf of Australia
    • 1
    • Airey D.W. and Fahey M. (1991). Cyclic response of calcareous soil from the North-West Shelf of Australia. Géotechnique 41(1): 101-121
    • (1991) Géotechnique , vol.41 , pp. 101-121
    • Airey, D.W.1    Fahey, M.2
  • 4
    • 0033382201 scopus 로고    scopus 로고
    • On the mechanics of structured sands
    • 6
    • Cuccovillo T. and Coop M.R. (1999). On the mechanics of structured sands. Géotechnique 49(6): 741-760
    • (1999) Géotechnique , vol.49 , pp. 741-760
    • Cuccovillo, T.1    Coop, M.R.2
  • 5
    • 0031213491 scopus 로고    scopus 로고
    • Yielding and pre-failure deformation of structured sands
    • 3
    • Cuccovillo T. and Coop M.R. (1997). Yielding and pre-failure deformation of structured sands. Géotechnique 47(3): 491-508
    • (1997) Géotechnique , vol.47 , pp. 491-508
    • Cuccovillo, T.1    Coop, M.R.2
  • 6
    • 0000640605 scopus 로고
    • Cementation effects in frictional materials
    • 10
    • Lade P.V. and Overton D.D. (1989). Cementation effects in frictional materials. J. Geotech. Eng. ASCE 115(10): 1373-1387
    • (1989) J. Geotech. Eng. ASCE , vol.115 , pp. 1373-1387
    • Lade, P.V.1    Overton, D.D.2
  • 7
    • 0025645141 scopus 로고
    • On the compressibility and shear strength of natural clays
    • 3
    • Burland J.B. (1990). On the compressibility and shear strength of natural clays. Géotechnique 40(3): 329-378
    • (1990) Géotechnique , vol.40 , pp. 329-378
    • Burland, J.B.1
  • 8
    • 0025676842 scopus 로고
    • The general and congruent effects of structure in natural soils and weak rocks
    • 3
    • Leroueil S. and Vaughan P.R. (1990). The general and congruent effects of structure in natural soils and weak rocks. Géotechnique 40(3): 467-488
    • (1990) Géotechnique , vol.40 , pp. 467-488
    • Leroueil, S.1    Vaughan, P.R.2
  • 10
    • 16644400720 scopus 로고    scopus 로고
    • Microanalysis on shear band of structured clays
    • 2
    • Jiang M.J. and Shen Z.J. (1998). Microanalysis on shear band of structured clays. Chin. J. Geotech. Eng. 20(2): 102-108
    • (1998) Chin. J. Geotech. Eng. , vol.20 , pp. 102-108
    • Jiang, M.J.1    Shen, Z.J.2
  • 11
    • 0002318293 scopus 로고
    • Elasto-plastic damage model of structured clays (in Chinese)
    • 3
    • Shen Z.J. (1993). Elasto-plastic damage model of structured clays (in Chinese). Chin. J. Geotech. Eng. 15(3): 21-28
    • (1993) Chin. J. Geotech. Eng. , vol.15 , pp. 21-28
    • Shen, Z.J.1
  • 13
    • 0034111811 scopus 로고    scopus 로고
    • A constitutive model for structured soils
    • 3
    • Kavvadas J. and Amorosi A. (2000). A constitutive model for structured soils. Géotechnique 50(3): 263-273
    • (2000) Géotechnique , vol.50 , pp. 263-273
    • Kavvadas, J.1    Amorosi, A.2
  • 14
    • 0034100589 scopus 로고    scopus 로고
    • A kinematic hardening constitutive model for natural clays with loss of structure
    • 2
    • Rouainia M. and Muir Wood D. (2000). A kinematic hardening constitutive model for natural clays with loss of structure. Géotechnique 50(2): 152-164
    • (2000) Géotechnique , vol.50 , pp. 152-164
    • Rouainia, M.1    Muir Wood, D.2
  • 15
    • 0142198969 scopus 로고    scopus 로고
    • Modelling of natural soft clay destruction processes using viscoplasticity theory
    • 8
    • Rocchi G., Fontana M. and Prat M.D. (2003). Modelling of natural soft clay destruction processes using viscoplasticity theory. Géotechnique 53(8): 729-745
    • (2003) Géotechnique , vol.53 , pp. 729-745
    • Rocchi, G.1    Fontana, M.2    Prat, M.D.3
  • 16
    • 2542428720 scopus 로고    scopus 로고
    • A constitutive model for structured soils
    • 4
    • Baudet B. and Stallebrass S. (2004). A constitutive model for structured soils. Géotechnique 54(4): 269-278
    • (2004) Géotechnique , vol.54 , pp. 269-278
    • Baudet, B.1    Stallebrass, S.2
  • 17
    • 0041854206 scopus 로고    scopus 로고
    • A constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation
    • Nova R., Castellanza R. and Tamagnini C. (2003). A constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation. Int. J. Numer. Anal. Meth. Geomech. 27: 705-732
    • (2003) Int. J. Numer. Anal. Meth. Geomech. , vol.27 , pp. 705-732
    • Nova, R.1    Castellanza, R.2    Tamagnini, C.3
  • 18
    • 0036740754 scopus 로고    scopus 로고
    • Fracture modelling using a microstructural mechanics approach I. Theory and formulation
    • 17
    • Chang C.S., Wang T.K., Sluys L.J. and van Mier J.G.M. (2002). Fracture modelling using a microstructural mechanics approach I. Theory and formulation. Eng. Fract. Mech. 69(17): 1941-1958
    • (2002) Eng. Fract. Mech. , vol.69 , pp. 1941-1958
    • Chang, C.S.1    Wang, T.K.2    Sluys, L.J.3    Van Mier, J.G.M.4
  • 19
    • 13244281962 scopus 로고    scopus 로고
    • Mix-Mode Elastic Finite Element Formulation for Bonded Granular Material
    • 2
    • Chang C.S. and Shi Q. (2005). Mix-Mode Elastic Finite Element Formulation for Bonded Granular Material. J. Eng. Mech. ASCE 131(2): 120-130
    • (2005) J. Eng. Mech. ASCE , vol.131 , pp. 120-130
    • Chang, C.S.1    Shi, Q.2
  • 20
    • 33746195455 scopus 로고    scopus 로고
    • Effect of fluctuation of current void ratio on the shear zone formation in granular bodies within micro-polar hypoplasticity
    • 1
    • Tejchman J. (2006). Effect of fluctuation of current void ratio on the shear zone formation in granular bodies within micro-polar hypoplasticity. Comput. Geotech. 33(1): 29-46
    • (2006) Comput. Geotech. , vol.33 , pp. 29-46
    • Tejchman, J.1
  • 21
    • 0031849987 scopus 로고    scopus 로고
    • Rolling resistance at contacts in simulation of shear band development by DEM
    • Iwashita K. and Oda M. (1998). Rolling resistance at contacts in simulation of shear band development by DEM. J. Eng. Mech. ASCE 124: 285-92
    • (1998) J. Eng. Mech. ASCE , vol.124 , pp. 285-92
    • Iwashita, K.1    Oda, M.2
  • 22
    • 33646363309 scopus 로고    scopus 로고
    • Kinematic variables bridging discrete and continuum granular mechanics
    • 5
    • Jiang M.J., Yu H.S. and Harris D. (2006). Kinematic variables bridging discrete and continuum granular mechanics. Mech. Res. Commun. 33(5): 651-666
    • (2006) Mech. Res. Commun. , vol.33 , pp. 651-666
    • Jiang, M.J.1    Yu, H.S.2    Harris, D.3
  • 23
    • 33751507510 scopus 로고    scopus 로고
    • Future continuum models for granular materials in penetration analyses
    • Jiang M.J., Harris D. and Zhu H.H. (2007). Future continuum models for granular materials in penetration analyses. Granular Matter 9: 97-108
    • (2007) Granular Matter , vol.9 , pp. 97-108
    • Jiang, M.J.1    Harris, D.2    Zhu, H.H.3
  • 24
    • 31444455952 scopus 로고    scopus 로고
    • Microscopic evaluation of strain distribution in granular materials during shear
    • 1
    • Alshibli KA and Alramahi B.A. (2006). Microscopic evaluation of strain distribution in granular materials during shear. J. Geotech. Geoenviron. Eng. (ASCE) 132(1): 80-91
    • (2006) J. Geotech. Geoenviron. Eng. (ASCE) , vol.132 , pp. 80-91
    • Alshibli, K.A.1    Alramahi, B.A.2
  • 26
    • 27644551360 scopus 로고    scopus 로고
    • Yielding of microstructured geomaterial by distinct element method analysis
    • 11
    • Jiang M.J., Leroueil S. and Konrad J.M. (2005). Yielding of microstructured geomaterial by distinct element method analysis. J. Eng. Mech. ASCE 131(11): 1209-1213
    • (2005) J. Eng. Mech. ASCE , vol.131 , pp. 1209-1213
    • Jiang, M.J.1    Leroueil, S.2    Konrad, J.M.3
  • 27
    • 33846662688 scopus 로고    scopus 로고
    • A simple and efficient approach to capturing bonding effect in naturally micro-structured sands by discrete element method
    • Jiang M.J., Yu H.-S. and Leroueil S. (2007). A simple and efficient approach to capturing bonding effect in naturally micro-structured sands by discrete element method. Int. J. Numer. Methods Eng. 69: 1158-1193
    • (2007) Int. J. Numer. Methods Eng. , vol.69 , pp. 1158-1193
    • Jiang, M.J.1    Yu, H.-S.2    Leroueil, S.3
  • 28
    • 23644457935 scopus 로고    scopus 로고
    • A novel discrete model for granular material incorporating rolling resistance
    • 5
    • Jiang M.J., Yu H.S. and Harris D. (2005). A novel discrete model for granular material incorporating rolling resistance. Comput. Geotech. 32(5): 340-357
    • (2005) Comput. Geotech. , vol.32 , pp. 340-357
    • Jiang, M.J.1    Yu, H.S.2    Harris, D.3
  • 29
    • 33746253325 scopus 로고    scopus 로고
    • A microstructure-based simulation environment on the basis of an interface enhanced particle model
    • 3-4
    • D'Addetta G.A. and Ramm E. (2006). A microstructure-based simulation environment on the basis of an interface enhanced particle model. Granular Matter 8(3-4): 159-174
    • (2006) Granular Matter , vol.8 , pp. 159-174
    • D'Addetta, G.A.1    Ramm, E.2
  • 30
    • 0002258565 scopus 로고
    • A micromechanically-based micropolar theory for deformation of granular solids
    • Chang C.S. and Ma L. (1991). A micromechanically-based micropolar theory for deformation of granular solids. Int. J. Solids Struct. 28: 67-86
    • (1991) Int. J. Solids Struct. , vol.28 , pp. 67-86
    • Chang, C.S.1    Ma, L.2
  • 31
    • 0018441375 scopus 로고
    • The distinct numerical model for granular assemblies
    • Cundall P.A. and Strack O.D.L. (1979). The distinct numerical model for granular assemblies. Géotechnique 29: 47-65
    • (1979) Géotechnique , vol.29 , pp. 47-65
    • Cundall, P.A.1    Strack, O.D.L.2
  • 32
    • 4644258210 scopus 로고    scopus 로고
    • Insight into shear strength functions of unsaturated granulates by DEM analyses
    • 6
    • Jiang M.J., Leroueil S. and Konrad J.M. (2004). Insight into shear strength functions of unsaturated granulates by DEM analyses. Comput. Geotech. 31(6): 473-489
    • (2004) Comput. Geotech. , vol.31 , pp. 473-489
    • Jiang, M.J.1    Leroueil, S.2    Konrad, J.M.3
  • 34
    • 0026614707 scopus 로고
    • Micromechanical features of granular assemblies with planar elliptical particles
    • 1
    • Rothenburg L. and Bathurst R.J. (1992). Micromechanical features of granular assemblies with planar elliptical particles. Géotechnique 42(1): 79-95
    • (1992) Géotechnique , vol.42 , pp. 79-95
    • Rothenburg, L.1    Bathurst, R.J.2
  • 35
    • 0034002535 scopus 로고    scopus 로고
    • Numerical simulation of deviatoric shear deformation of granular media
    • 1
    • Thornton C. (2000). Numerical simulation of deviatoric shear deformation of granular media. Ge'otechnique 50(1): 43-53
    • (2000) Ge'Otechnique , vol.50 , pp. 43-53
    • Thornton, C.1
  • 36
    • 20444494923 scopus 로고    scopus 로고
    • Kinematic models for non-coaxial granular materials. Part II: Evaluation
    • 7
    • Jiang M.J., Harris D. and Yu H.-S. (2005). Kinematic models for non-coaxial granular materials. Part II: evaluation. Int. J. Numer. Anal. Methods Geomech. 29(7): 663-689
    • (2005) Int. J. Numer. Anal. Methods Geomech. , vol.29 , pp. 663-689
    • Jiang, M.J.1    Harris, D.2    Yu, H.-S.3
  • 37
    • 0031280380 scopus 로고    scopus 로고
    • Rolling compliance for elastic and visco-elastic conforming binder contact
    • 31-32
    • Zhu H., Chang C.S. and Rish J.W. (1997). Rolling compliance for elastic and visco-elastic conforming binder contact. Int. J. Solids Struct. 34(31-32): 4073-4086
    • (1997) Int. J. Solids Struct. , vol.34 , pp. 4073-4086
    • Zhu, H.1    Chang, C.S.2    Rish, J.W.3
  • 38
    • 0031280380 scopus 로고    scopus 로고
    • 2-D Normal compliances for elastic and visco-elastic binder contact with finite particle size effect
    • 31-32
    • Zhu H., Chang C.S. and Lou K.A. (1997). 2-D Normal compliances for elastic and visco-elastic binder contact with finite particle size effect. Int. J. Solids Struct. 34(31-32): 4073-4086
    • (1997) Int. J. Solids Struct. , vol.34 , pp. 4073-4086
    • Zhu, H.1    Chang, C.S.2    Lou, K.A.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.