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Volumn 43, Issue 2, 2006, Pages 155-168

Simulating a direct shear box test by DEM

Author keywords

Angle of internal friction; Direct shear box test; Distinct element method; Friction; Granular material; Stress dilatancy

Indexed keywords

COMPUTER SIMULATION; CONTACT ANGLE; GRANULAR MATERIALS; INTERNAL FRICTION; PROBABILITY DISTRIBUTIONS; SHEAR DEFORMATION; SHEAR STRENGTH; STRESS ANALYSIS;

EID: 33744769386     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t05-097     Document Type: Article
Times cited : (75)

References (35)
  • 1
    • 0022674149 scopus 로고
    • The strength and dilatancy of sands
    • Bolton, M.D. 1986. The strength and dilatancy of sands. Géotechnique, 36(1): 65-78.
    • (1986) Géotechnique , vol.36 , Issue.1 , pp. 65-78
    • Bolton, M.D.1
  • 2
    • 0346591932 scopus 로고
    • Distribution of micro variables in granular media, consequences on the global behaviour
    • Horton, Greece, 12-16 June 1992. Edited by D. Kolymbas. Elsevier Science Publisher, Amsterdam, The Netherlands
    • Cambou, B., Sidoroff, F., Mahbouhir, A., and Dubujet, P.H. 1993. Distribution of micro variables in granular media, consequences on the global behaviour. In Modern Approaches to Plasticity: Proceedings of a Workshop, Horton, Greece, 12-16 June 1992. Edited by D. Kolymbas. Elsevier Science Publisher, Amsterdam, The Netherlands. pp. 199-212.
    • (1993) Modern Approaches to Plasticity: Proceedings of a Workshop , pp. 199-212
    • Cambou, B.1    Sidoroff, F.2    Mahbouhir, A.3    Dubujet, P.H.4
  • 4
    • 0041524243 scopus 로고
    • The behaviour of soil in the simple shear apparatus
    • Ph.D. thesis, University of Cambridge, Cambridge, UK
    • Cole, E.R. 1967. The behaviour of soil in the simple shear apparatus. Ph.D. thesis, University of Cambridge, Cambridge, UK.
    • (1967)
    • Cole, E.R.1
  • 6
    • 0018441375 scopus 로고
    • A discrete numerical model for granular assemblies
    • Cundall, P.A., and Strack, O.D.L. 1979. A discrete numerical model for granular assemblies. Géotechnique, 29(1): 47-65.
    • (1979) Géotechnique , vol.29 , Issue.1 , pp. 47-65
    • Cundall, P.A.1    Strack, O.D.L.2
  • 7
    • 0002618696 scopus 로고
    • Theories of plasticity and the failure of soil masses
    • Edited by I.K. Lee. Butterworth, London, UK
    • Davis, E.H. 1968. Theories of plasticity and the failure of soil masses. In Soil mechanics: selected topics. Edited by I.K. Lee. Butterworth, London, UK. pp. 341-380.
    • (1968) Soil Mechanics: Selected Topics , pp. 341-380
    • Davis, E.H.1
  • 8
    • 0027789959 scopus 로고
    • Numerical analysis of drained direct and simple shear tests
    • ASCE
    • Dounias, G.T., and Potts, D.M. 1993. Numerical analysis of drained direct and simple shear tests. Journal of Geotechnical Engineering, ASCE, 119(12): 1870-1891.
    • (1993) Journal of Geotechnical Engineering , vol.119 , Issue.12 , pp. 1870-1891
    • Dounias, G.T.1    Potts, D.M.2
  • 9
    • 0141847320 scopus 로고
    • Observation of the stress distribution in crushed glass with applications to soil reinforcement
    • Ph.D. thesis, University of Oxford, Oxford, UK
    • Dyer, M.R. 1986. Observation of the stress distribution in crushed glass with applications to soil reinforcement. Ph.D. thesis, University of Oxford, Oxford, UK.
    • (1986)
    • Dyer, M.R.1
  • 10
    • 0042539327 scopus 로고    scopus 로고
    • Method for consolidated constant pressure direct shear box test on soils
    • Japanese Geotechnical Society [In Japanese.]
    • Japanese Geotechnical Society. 1997. Method for consolidated constant pressure direct shear box test on soils. Tsuchi-to-Kiso, 45(1): 70-74. [In Japanese.]
    • (1997) Tsuchi-to-Kiso , vol.45 , Issue.1 , pp. 70-74
  • 12
    • 2542465263 scopus 로고    scopus 로고
    • An improved direct shear apparatus for sand
    • Lings, M.L., and Dietz, M.S. 2004. An improved direct shear apparatus for sand. Géotechnique, 54(4): 245-256.
    • (2004) Géotechnique , vol.54 , Issue.4 , pp. 245-256
    • Lings, M.L.1    Dietz, M.S.2
  • 13
    • 0012605933 scopus 로고    scopus 로고
    • Development of a new direct shear test and its application to the problems of slope stability and bearing capacity
    • Ph.D. thesis, Nagoya Institute of Technology, Nagoya, Japan
    • Liu, S.H. 1999. Development of a new direct shear test and its application to the problems of slope stability and bearing capacity. Ph.D. thesis, Nagoya Institute of Technology, Nagoya, Japan.
    • (1999)
    • Liu, S.H.1
  • 15
    • 24744460304 scopus 로고    scopus 로고
    • Microscopic interpretation on a stress-dilatancy relationship of granular materials
    • Liu, S.H., and Matsuoka, H. 2003. Microscopic interpretation on a stress-dilatancy relationship of granular materials. Soils and Foundations, 43(3): 73-84.
    • (2003) Soils and Foundations , vol.43 , Issue.3 , pp. 73-84
    • Liu, S.H.1    Matsuoka, H.2
  • 16
    • 0035474050 scopus 로고    scopus 로고
    • Micromechanical analysis of the shear behavior of a granular material
    • ASCE
    • Masson, S., and Martinez, J. 2001. Micromechanical analysis of the shear behavior of a granular material. Journal of Engineering Mechanics, ASCE, 127(10): 1007-1016.
    • (2001) Journal of Engineering Mechanics , vol.127 , Issue.10 , pp. 1007-1016
    • Masson, S.1    Martinez, J.2
  • 17
    • 0002387228 scopus 로고
    • Stress-strain relationships of sands based on the mobilized plane
    • Matsuoka, H. 1974. Stress-strain relationships of sands based on the mobilized plane. Soils and Foundations, 14(2): 45-61.
    • (1974) Soils and Foundations , vol.14 , Issue.2 , pp. 45-61
    • Matsuoka, H.1
  • 18
    • 33744768011 scopus 로고
    • Deformation and strength of granular materials based on the theory of "compounded mobilized planes" (CMP) and "spatial mobilized plane" (SMP)
    • Edited by M. Shahinpoor. Gulf Publishing Company, Houston, Tex
    • Matsuoka, H. 1983. Deformation and strength of granular materials based on the theory of "compounded mobilized planes" (CMP) and "spatial mobilized plane" (SMP). In Advances in the mechanics and the flow of granular materials. Edited by M. Shahinpoor. Gulf Publishing Company, Houston, Tex., Vol. 2, pp. 813-836.
    • (1983) Advances in the Mechanics and the Flow of Granular Materials , vol.2 , pp. 813-836
    • Matsuoka, H.1
  • 19
    • 0028014825 scopus 로고
    • A microscopic study on shear mechanism of granular materials by DEM
    • JSCE (26), [In Japanese]
    • Matsuoka, H., and Yamamoto, S. 1994. A microscopic study on shear mechanism of granular materials by DEM. Journal of Geotechnical Engineering, JSCE, 487(III-26): 167-175. [In Japanese.]
    • (1994) Journal of Geotechnical Engineering , vol.487 , Issue.3 , pp. 167-175
    • Matsuoka, H.1    Yamamoto, S.2
  • 21
    • 33744740316 scopus 로고    scopus 로고
    • Simple improvements on existing direct box shear apparatus of small and large sizes
    • [In Japanese]
    • Matsuoka, H., Sun, D.A., Liu, S.H., Nishikata, U., and Teramoto, S. 2001. Simple improvements on existing direct box shear apparatus of small and large sizes. Tsuchi-to-Kiso, 49(1): 21-24. [In Japanese.]
    • (2001) Tsuchi-to-Kiso , vol.49 , Issue.1 , pp. 21-24
    • Matsuoka, H.1    Sun, D.A.2    Liu, S.H.3    Nishikata, U.4    Teramoto, S.5
  • 22
    • 85018832867 scopus 로고
    • Microscopic structures in kaolin subjected to direct shear
    • Morgenstern, N.R., and Tchalenko, J.S. 1967. Microscopic structures in kaolin subjected to direct shear. Géotechnique, 17: 309-328.
    • (1967) Géotechnique , vol.17 , pp. 309-328
    • Morgenstern, N.R.1    Tchalenko, J.S.2
  • 23
    • 0032046578 scopus 로고    scopus 로고
    • Yield and deformation of an assembly of disks subjected to a deviatoric stress loading
    • Oger, L., Savage, S.B., Corriveau, D., and Sayed, M. 1998. Yield and deformation of an assembly of disks subjected to a deviatoric stress loading. Mechanics of Materials, 27: 189-210.
    • (1998) Mechanics of Materials , vol.27 , pp. 189-210
    • Oger, L.1    Savage, S.B.2    Corriveau, D.3    Sayed, M.4
  • 24
    • 0002786251 scopus 로고
    • The relation between the shear strength of sands in triaxial compression, plane strain and direct shear
    • Rowe, P.W. 1969. The relation between the shear strength of sands in triaxial compression, plane strain and direct shear. Géotechnique, 19(1): 75-86.
    • (1969) Géotechnique , vol.19 , Issue.1 , pp. 75-86
    • Rowe, P.W.1
  • 25
    • 0031234402 scopus 로고    scopus 로고
    • Interpretation of direct shear box testing of sands as quasi-simple shear
    • Shibuya, S., Mitachi, T., and Tamate, S. 1997. Interpretation of direct shear box testing of sands as quasi-simple shear. Géotechnique, 47(4): 769-790.
    • (1997) Géotechnique , vol.47 , Issue.4 , pp. 769-790
    • Shibuya, S.1    Mitachi, T.2    Tamate, S.3
  • 26
    • 6144230993 scopus 로고
    • The measurement of the shear strength of soils
    • Skempton, A.W., and Bishop, A.W. 1950. The measurement of the shear strength of soils. Géotechnique, 2: 98.
    • (1950) Géotechnique , vol.2 , pp. 98
    • Skempton, A.W.1    Bishop, A.W.2
  • 27
    • 85025008861 scopus 로고
    • A note on the influence of interparticle friction on the shearing strength of a random assembly of spherical particles
    • Skinner, A.E. 1969. A note on the influence of interparticle friction on the shearing strength of a random assembly of spherical particles. Géotechnique, 19(1): 150-157.
    • (1969) Géotechnique , vol.19 , Issue.1 , pp. 150-157
    • Skinner, A.E.1
  • 31
    • 0034002535 scopus 로고    scopus 로고
    • Numerical simulations of deviatoric shear deformation of granular media
    • Thornton, C. 2000. Numerical simulations of deviatoric shear deformation of granular media. Géotechnique, 50(1): 43-53.
    • (2000) Géotechnique , vol.50 , Issue.1 , pp. 43-53
    • Thornton, C.1
  • 33
    • 0022138225 scopus 로고
    • Viscosity, granular-temperature, and stress calculations for shearing assemblies of inelastic, frictional disks
    • Walton, O.R., and Braun, R.L. 1986. Viscosity, granular-temperature, and stress calculations for shearing assemblies of inelastic, frictional disks. Journal of Rheology, 50(5): 949-980.
    • (1986) Journal of Rheology , vol.50 , Issue.5 , pp. 949-980
    • Walton, O.R.1    Braun, R.L.2
  • 34
    • 0023306783 scopus 로고
    • The behavior of normally consolidated clay as observed in undrained direct shear tests
    • Wroth, C.P. 1987. The behavior of normally consolidated clay as observed in undrained direct shear tests. Géotechnique, 37(1): 37-43.
    • (1987) Géotechnique , vol.37 , Issue.1 , pp. 37-43
    • Wroth, C.P.1
  • 35
    • 0003438873 scopus 로고
    • Fundamental study on mechanical behavior of granular materials by DEM
    • Ph.D. thesis, Nagoya Institute of Technology, Nagoya, Japan. [In Japanese.]
    • Yamamoto, S. 1995. Fundamental study on mechanical behavior of granular materials by DEM. Ph.D. thesis, Nagoya Institute of Technology, Nagoya, Japan. [In Japanese.]
    • (1995)
    • Yamamoto, S.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.