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Volumn 39, Issue , 2012, Pages 98-106

DEM simulation on soil creep and associated evolution of pore characteristics

Author keywords

Creep; Creep rate; Discrete element method; Fabric; Pore directivity; Pore shape

Indexed keywords

AXIAL LOADING; CREEP BEHAVIORS; CREEP RATE; CREEP TESTS; DEM SIMULATION; DEVIATORIC STRESS; DIRECTIVITY; INITIAL DENSITY; LOADING DIRECTION; PARTICLE ARCHING; PARTICLE CONTACTS; PORE CHARACTERISTICS; PORE GEOMETRY; PORE SHAPE; PORE SPACE; REGION-BASED METHODS; SOIL CREEP; SOIL STRUCTURE; VERTICAL DIRECTION;

EID: 80053616023     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compgeo.2011.09.003     Document Type: Article
Times cited : (47)

References (40)
  • 1
    • 0026219667 scopus 로고
    • The mechanical aging of soils
    • Schmertmann J.H. The mechanical aging of soils. J Geotech Eng 1991, 117(9):1286-1330.
    • (1991) J Geotech Eng , vol.117 , Issue.9 , pp. 1286-1330
    • Schmertmann, J.H.1
  • 2
    • 0025450075 scopus 로고
    • Postdensification penetration resistance of clean sands
    • Mesri G., Feng T.W., Benark J.M. Postdensification penetration resistance of clean sands. J Geotech Eng 1990, 116(7):1095-1115.
    • (1990) J Geotech Eng , vol.116 , Issue.7 , pp. 1095-1115
    • Mesri, G.1    Feng, T.W.2    Benark, J.M.3
  • 3
    • 3743052359 scopus 로고
    • Increase in bearing capacity with time for friction piles in silt and sand
    • editors. Proceeding Nordic geotechnical meeting
    • Åstedt B, Weiner L, Holm G. Increase in bearing capacity with time for friction piles in silt and sand. In: editors. Proceeding Nordic geotechnical meeting; 1992. p. 411-6.
    • (1992) , pp. 411-6
    • Åstedt, B.1    Weiner, L.2    Holm, G.3
  • 4
  • 6
    • 32344449381 scopus 로고    scopus 로고
    • Mechanisms of setup of displacement piles in sand: laboratory creep tests
    • Bowman E.T., Soga K. Mechanisms of setup of displacement piles in sand: laboratory creep tests. Can Geotech J 2005, 42(5):1391-1407.
    • (2005) Can Geotech J , vol.42 , Issue.5 , pp. 1391-1407
    • Bowman, E.T.1    Soga, K.2
  • 8
    • 33744784835 scopus 로고    scopus 로고
    • Some observations of the effects of time on the capacity of driven piles in sand
    • Jardine R.J., Standing J.R., Chow F.C. Some observations of the effects of time on the capacity of driven piles in sand. Géotechnique 2006, 56(4):227-244.
    • (2006) Géotechnique , vol.56 , Issue.4 , pp. 227-244
    • Jardine, R.J.1    Standing, J.R.2    Chow, F.C.3
  • 9
    • 0019183899 scopus 로고
    • Effect of consolidation age on stiffness of sand
    • Daramola O. Effect of consolidation age on stiffness of sand. Géotechnique 1980, 30(2):213-216.
    • (1980) Géotechnique , vol.30 , Issue.2 , pp. 213-216
    • Daramola, O.1
  • 10
    • 24744455253 scopus 로고    scopus 로고
    • Creep, ageing and microstructural change in dense granular materials
    • Bowman E.T., Soga K. Creep, ageing and microstructural change in dense granular materials. Soils Found 2003, 43(4):107-118.
    • (2003) Soils Found , vol.43 , Issue.4 , pp. 107-118
    • Bowman, E.T.1    Soga, K.2
  • 11
    • 0021644964 scopus 로고
    • Time dependent strength gain in freshly deposited or densified sand
    • Mitchell J.K., Solymar Z.V. Time dependent strength gain in freshly deposited or densified sand. J Geotech Eng 1984, 110(11):1559-1576.
    • (1984) J Geotech Eng , vol.110 , Issue.11 , pp. 1559-1576
    • Mitchell, J.K.1    Solymar, Z.V.2
  • 12
    • 0022660727 scopus 로고
    • A laboratory study of blast densification of saturated sand
    • Dowding C.H., Hryciw R.D. A laboratory study of blast densification of saturated sand. J Geotech Eng 1986, 112(2):187-199.
    • (1986) J Geotech Eng , vol.112 , Issue.2 , pp. 187-199
    • Dowding, C.H.1    Hryciw, R.D.2
  • 13
    • 0027068481 scopus 로고
    • Stiffness and strength changes in cohesionless soils due to disturbance
    • Thomann T.G., Hryciw R.D. Stiffness and strength changes in cohesionless soils due to disturbance. Can Geotech J 1992, 29:853-861.
    • (1992) Can Geotech J , vol.29 , pp. 853-861
    • Thomann, T.G.1    Hryciw, R.D.2
  • 14
    • 3743117390 scopus 로고
    • Time-dependent cone penetration resistance due to blasting
    • Charlie W.A., Rwebyogo M.F.J., Deohring D.O. Time-dependent cone penetration resistance due to blasting. J Geotech Eng 1992, 118(8):1200-1215.
    • (1992) J Geotech Eng , vol.118 , Issue.8 , pp. 1200-1215
    • Charlie, W.A.1    Rwebyogo, M.F.J.2    Deohring, D.O.3
  • 15
    • 0029416125 scopus 로고
    • Effect of aging on the penetration resistance of sands
    • Joshi R.C., Achari G., Kaniraj S.R., Wijiweera H. Effect of aging on the penetration resistance of sands. Can Geotech J 1995, 32(5):767-782.
    • (1995) Can Geotech J , vol.32 , Issue.5 , pp. 767-782
    • Joshi, R.C.1    Achari, G.2    Kaniraj, S.R.3    Wijiweera, H.4
  • 16
    • 0002184745 scopus 로고
    • Stress-history effects on shear modulus of soils
    • Afifi S.S., Richart F.E. Stress-history effects on shear modulus of soils. Soils Found 1973, 13(1):77-95.
    • (1973) Soils Found , vol.13 , Issue.1 , pp. 77-95
    • Afifi, S.S.1    Richart, F.E.2
  • 17
    • 0018153948 scopus 로고
    • Shear modulus, a time-dependent soil property
    • editors. Dynamic geotechnical testing (ASTM STP 654). Philadelphia: ASTM
    • Anderson DG, Stokoe II KH. Shear modulus, a time-dependent soil property. In: editors. Dynamic geotechnical testing (ASTM STP 654). Philadelphia: ASTM; 1978. p. 411-6.
    • (1978) , pp. 411-6
    • Anderson, D.G.1    Stokoe II, K.H.2
  • 18
    • 0036009662 scopus 로고    scopus 로고
    • Effect of ageing on stiffness of very loose sand
    • Howie J.A., Shozen T., Vaid Y.P. Effect of ageing on stiffness of very loose sand. Can Geotech J 2002, 39:149-157.
    • (2002) Can Geotech J , vol.39 , pp. 149-157
    • Howie, J.A.1    Shozen, T.2    Vaid, Y.P.3
  • 19
    • 8744234202 scopus 로고    scopus 로고
    • Experimental study on the aging of sands
    • Baxter D.D.P., Mitchell J.K. Experimental study on the aging of sands. J Geotech Geoenviron Eng 2004, 130(10):1051-1062.
    • (2004) J Geotech Geoenviron Eng , vol.130 , Issue.10 , pp. 1051-1062
    • Baxter, D.D.P.1    Mitchell, J.K.2
  • 20
    • 58549101915 scopus 로고    scopus 로고
    • Experimental characterization of dynamic property changes in aged sands
    • Wang Y.H., Tsui K.Y. Experimental characterization of dynamic property changes in aged sands. J Geotech Geoenviron Eng 2009, 135(2):259-270.
    • (2009) J Geotech Geoenviron Eng , vol.135 , Issue.2 , pp. 259-270
    • Wang, Y.H.1    Tsui, K.Y.2
  • 21
    • 50149084913 scopus 로고    scopus 로고
    • Discrete element modeling of contact creep and aging in sand
    • Wang Y.H., Xu D., Tsui K.Y. Discrete element modeling of contact creep and aging in sand. J Geotech Geoenviron Eng 2008, 134(9):1407-1411.
    • (2008) J Geotech Geoenviron Eng , vol.134 , Issue.9 , pp. 1407-1411
    • Wang, Y.H.1    Xu, D.2    Tsui, K.Y.3
  • 22
    • 67649114403 scopus 로고    scopus 로고
    • Micro-macro quantification of the internal structure of granular materials
    • Li X., Li X.-S. Micro-macro quantification of the internal structure of granular materials. J Eng Mech 2009, 135(7):641-656.
    • (2009) J Eng Mech , vol.135 , Issue.7 , pp. 641-656
    • Li, X.1    Li, X.-S.2
  • 23
    • 0034599929 scopus 로고    scopus 로고
    • Micro-deformation mechanism of shear banding process based on modified distinct element method
    • Iwashita K., Oda M. Micro-deformation mechanism of shear banding process based on modified distinct element method. Powder Technol 2000, 109:192-205.
    • (2000) Powder Technol , vol.109 , pp. 192-205
    • Iwashita, K.1    Oda, M.2
  • 24
    • 0027334103 scopus 로고
    • New perspectives on soil creep
    • Kuhn M., Mitchell J.K. New perspectives on soil creep. J Geotech Eng 1993, 119(3):507-524.
    • (1993) J Geotech Eng , vol.119 , Issue.3 , pp. 507-524
    • Kuhn, M.1    Mitchell, J.K.2
  • 25
    • 33746253322 scopus 로고    scopus 로고
    • Modelling dilation in an idealised asphalt mixture using discrete element modeling
    • (175-184)
    • Collop A.C., McDowell G.R., Lee Y.W. Modelling dilation in an idealised asphalt mixture using discrete element modeling. Granular Matter 2006, 8. (175-184).
    • (2006) Granular Matter , vol.8
    • Collop, A.C.1    McDowell, G.R.2    Lee, Y.W.3
  • 26
    • 0343378069 scopus 로고
    • Rotational stiffness of cylindrical particle contacts
    • Balkema, Rotterdam, C. Thornton (Ed.)
    • Bardet J.P., Huang Q. Rotational stiffness of cylindrical particle contacts. Powders and Grains 93 1993, Balkema, Rotterdam. C. Thornton (Ed.).
    • (1993) Powders and Grains 93
    • Bardet, J.P.1    Huang, Q.2
  • 29
    • 85167972101 scopus 로고
    • Triaxial testing of granular soil under elevated cell pressure
    • editors. Advanced triaxial testing of soil and rock. Philadelphia: ASTM
    • Colliat-Dangus JL, Desrues J, Foray P. Triaxial testing of granular soil under elevated cell pressure. In: editors. Advanced triaxial testing of soil and rock. Philadelphia: ASTM; 1988. p. 290-310.
    • (1988) , pp. 290-310
    • Colliat-Dangus, J.L.1    Desrues, J.2    Foray, P.3
  • 30
    • 0002051340 scopus 로고
    • Time dependent behaviour of sand
    • editors. Coventry, England: International Conference on Rheology and Soil Mechanics
    • Mejia CA, Vaid YP, Negussey D. Time dependent behaviour of sand. In: editors. Coventry, England: International Conference on Rheology and Soil Mechanics; 1988.
    • (1988)
    • Mejia, C.A.1    Vaid, Y.P.2    Negussey, D.3
  • 31
    • 0347245574 scopus 로고    scopus 로고
    • Experimental study of drained creep behavior of sand
    • Lade P.V., Liu C.T. Experimental study of drained creep behavior of sand. J Eng Mech 1998, 124(8):912-920.
    • (1998) J Eng Mech , vol.124 , Issue.8 , pp. 912-920
    • Lade, P.V.1    Liu, C.T.2
  • 32
    • 0346670157 scopus 로고    scopus 로고
    • Fitting an ellipse to an arbitrary shape: implications for strain analysis
    • Mulchrone K.F., Coudhury K.R. Fitting an ellipse to an arbitrary shape: implications for strain analysis. J Struct Geol 2004, 26:143-153.
    • (2004) J Struct Geol , vol.26 , pp. 143-153
    • Mulchrone, K.F.1    Coudhury, K.R.2
  • 37
    • 4444356345 scopus 로고    scopus 로고
    • Evaluation of time dependent behavior of soils
    • Augustesen A., Liingaard M., Lade P.V. Evaluation of time dependent behavior of soils. Int J Geomech 2004, 4(3):137-156.
    • (2004) Int J Geomech , vol.4 , Issue.3 , pp. 137-156
    • Augustesen, A.1    Liingaard, M.2    Lade, P.V.3
  • 38
    • 0022129997 scopus 로고
    • Stress-induced anisotropy in granular masses
    • Oda M., Nemat-Nasser S., Konishi J. Stress-induced anisotropy in granular masses. Soils Found 1985, 25(3):85-97.
    • (1985) Soils Found , vol.25 , Issue.3 , pp. 85-97
    • Oda, M.1    Nemat-Nasser, S.2    Konishi, J.3
  • 39
    • 77953516298 scopus 로고    scopus 로고
    • DEM simulations of thermally activated creep in soils
    • Kwok C.Y., Bolton M.D. DEM simulations of thermally activated creep in soils. Geotechnique 2010, 60(6):425-433.
    • (2010) Geotechnique , vol.60 , Issue.6 , pp. 425-433
    • Kwok, C.Y.1    Bolton, M.D.2
  • 40
    • 0012348948 scopus 로고    scopus 로고
    • Time effects on the prepeak deformation properties of sands
    • editors. Prefailure deformation characteristics of geomaterials. The Netherlands: Balkema, Rotterdam
    • Matsushita M, Tatsuoka F, Koseki J, Cazacliu B, Di Benedetto H, Yasin SJM. Time effects on the prepeak deformation properties of sands. In: editors. Prefailure deformation characteristics of geomaterials. The Netherlands: Balkema, Rotterdam; 1999. p. 681-9.
    • (1999) , pp. 681-9
    • Matsushita, M.1    Tatsuoka, F.2    Koseki, J.3    Cazacliu, B.4    Di Benedetto, H.5    Yasin, S.J.M.6


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