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Volumn 53, Issue 6, 2013, Pages 804-819

Investigation into macroscopic and microscopic behaviors of bonded sands using distinct element method

Author keywords

Bonded contact model; Bonded sands; Distinct element method; Macroscopic mechanical behavior; Microscopic mechanism

Indexed keywords

COMPRESSION TESTING; DEBONDING; END EFFECTORS; PARTICLES (PARTICULATE MATTER); SAND;

EID: 84900172849     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.sandf.2013.10.001     Document Type: Article
Times cited : (41)

References (68)
  • 1
    • 2542428720 scopus 로고    scopus 로고
    • A constitutive model for structured clays
    • Baudet, B., Stallebrass, S., 2004. A constitutive model for structured clays. Géotechnique 54 (4), 269-278.
    • (2004) Géotechnique , vol.54 , Issue.4 , pp. 269-278
    • Baudet, B.1    Stallebrass, S.2
  • 2
    • 84855871052 scopus 로고    scopus 로고
    • A contact model for the yielding of caked granular materials
    • Brendel, L., Torok, J., Kirsch, R., Brockel, U., 2011. A contact model for the yielding of caked granular materials. Granul. Matter 13 (6), 777-786.
    • (2011) Granul. Matter , vol.13 , Issue.6 , pp. 777-786
    • Brendel, L.1    Torok, J.2    Kirsch, R.3    Brockel, U.4
  • 3
    • 0018456812 scopus 로고
    • Lime columns - A new foundation method
    • Broms, B.B., Boman, P., 1979. Lime columns - a new foundation method. J. Geotech. Geoenviron. Eng. 105 (4), 539-556.
    • (1979) J. Geotech. Geoenviron. Eng. , vol.105 , Issue.4 , pp. 539-556
    • Broms, B.B.1    Boman, P.2
  • 4
    • 0025645141 scopus 로고
    • On the compressibility and shear strength of natural clays
    • Burland, J.B., 1990. On the compressibility and shear strength of natural clays. Géotechnique 40 (3), 329-378.
    • (1990) Géotechnique , vol.40 , Issue.3 , pp. 329-378
    • Burland, J.B.1
  • 6
    • 37149008026 scopus 로고    scopus 로고
    • Mathematical model for isotropic compression behaviour of cemented soil cured under stress
    • Consoli, N.C., Rotta, G.V., Foppa, D., Fahey, M., 2007b. Mathematical model for isotropic compression behaviour of cemented soil cured under stress. Geomech. Geoeng. 2 (4), 269-280.
    • (2007) Geomech. Geoeng. , vol.2 , Issue.4 , pp. 269-280
    • Consoli, N.C.1    Rotta, G.V.2    Foppa, D.3    Fahey, M.4
  • 7
    • 0027519060 scopus 로고
    • The mechanics of cemented carbonate sands
    • Coop, M., Atkinson, J., 1993. The mechanics of cemented carbonate sands. Géotechnique 43 (1), 53-67.
    • (1993) Géotechnique , vol.43 , Issue.1 , pp. 53-67
    • Coop, M.1    Atkinson, J.2
  • 8
    • 0031213491 scopus 로고    scopus 로고
    • Yielding and pre-failure deformation of structured sands
    • Cuccovillo, T., Coop, M., 1997. Yielding and pre-failure deformation of structured sands. Géotechnique 47 (3), 491-508.
    • (1997) Géotechnique , vol.47 , Issue.3 , pp. 491-508
    • Cuccovillo, T.1    Coop, M.2
  • 9
    • 0018441375 scopus 로고
    • The discrete numerical model for granular assemblies
    • Cundall, P.A., Strack, O.D.L., 1979. The 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
  • 11
    • 84859787634 scopus 로고    scopus 로고
    • Cementation of sands due to microbiologically-induced carbonate precipitation
    • Fukue, M., Ono, S., Sato, Y., 2011. Cementation of sands due to microbiologically-induced carbonate precipitation. Soils Found. 51 (1), 83-93.
    • (2011) Soils Found. , vol.51 , Issue.1 , pp. 83-93
    • Fukue, M.1    Ono, S.2    Sato, Y.3
  • 12
    • 52249110940 scopus 로고    scopus 로고
    • Computer simulation of model cohesive powders: Plastic consolidation, structural changes, and elasticity under isotropic loads
    • Gilabert, F.A., Roux, J.N., Castellanos, A., 2008. Computer simulation of model cohesive powders: plastic consolidation, structural changes, and elasticity under isotropic loads. Phys. Rev. E 78 (3), 31305.
    • (2008) Phys. Rev. E , vol.78 , Issue.3 , pp. 31305
    • Gilabert, F.A.1    Roux, J.N.2    Castellanos, A.3
  • 14
    • 84882601515 scopus 로고    scopus 로고
    • Investigation of localized deformation in partially saturated sand under triaxial compression using microfocus X-ray CT with digital image correlation
    • Higo, Y., Oka, F., Sato, T., Matsushima, Y., Kimoto, S., 2013. Investigation of localized deformation in partially saturated sand under triaxial compression using microfocus X-ray CT with digital image correlation. Soils Found. 53 (2), 181-198.
    • (2013) Soils Found. , vol.53 , Issue.2 , pp. 181-198
    • Higo, Y.1    Oka, F.2    Sato, T.3    Matsushima, Y.4    Kimoto, S.5
  • 15
    • 84861378577 scopus 로고    scopus 로고
    • Compression behaviour of natural and reconstituted clays
    • Hong, Z.S., Zeng, L.L., Cui, Y.J., Cai, Y.Q., Lin, C., 2012. Compression behaviour of natural and reconstituted clays. Géotechnique 62 (4), 291-301.
    • (2012) Géotechnique , vol.62 , Issue.4 , pp. 291-301
    • Hong, Z.S.1    Zeng, L.L.2    Cui, Y.J.3    Cai, Y.Q.4    Lin, C.5
  • 16
    • 0036623075 scopus 로고    scopus 로고
    • Cementation of porous materials using calcite
    • Ismail, M.A., Joer, H.A., Randolph, M.F., Meritt, A., 2002a. Cementation of porous materials using calcite. Géotechnique 52 (5), 313-324.
    • (2002) Géotechnique , vol.52 , Issue.5 , pp. 313-324
    • Ismail, M.A.1    Joer, H.A.2    Randolph, M.F.3    Meritt, A.4
  • 17
    • 0036606382 scopus 로고    scopus 로고
    • Effect of cement type on shear behavior of cemented calcareous soil
    • Ismail, M.A., Joer, H.A., Sim, W.H., Randolph, M.F., 2002b. Effect of cement type on shear behavior of cemented calcareous soil. J. Geotech. Geoenviron. Eng. 128 (6), 520-529.
    • (2002) J. Geotech. Geoenviron. Eng. , vol.128 , Issue.6 , pp. 520-529
    • Ismail, M.A.1    Joer, H.A.2    Sim, W.H.3    Randolph, M.F.4
  • 18
    • 0031849987 scopus 로고    scopus 로고
    • Rolling resistance at contacts in simulation of shear band development by DEM
    • Iwashita, K., Oda, M., 1998. Rolling resistance at contacts in simulation of shear band development by DEM. J. Eng. Mech. 124 (3), 285-292.
    • (1998) J. Eng. Mech. , vol.124 , Issue.3 , pp. 285-292
    • Iwashita, K.1    Oda, M.2
  • 19
    • 0141461351 scopus 로고    scopus 로고
    • An efficient technique for generating homogeneous specimens for DEM studies
    • Jiang, M.J., Konrad, J.M., Leroueil, S., 2003. An efficient technique for generating homogeneous specimens for DEM studies. Comput. Geotech. 30 (7), 579-597.
    • (2003) Comput. Geotech. , vol.30 , Issue.7 , pp. 579-597
    • Jiang, M.J.1    Konrad, J.M.2    Leroueil, S.3
  • 20
    • 4644258210 scopus 로고    scopus 로고
    • Insight into shear strength functions of unsaturated granulates by DEM analyses
    • Jiang, M.J., Leroueil, S., 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 , Issue.6 , pp. 473-489
    • Jiang, M.J.1    Leroueil, S.2    Konrad, J.M.3
  • 21
    • 27644551360 scopus 로고    scopus 로고
    • Yielding of microstructured geomaterial by distinct element method analysis
    • Jiang, M.J., Leroueil, S., Konrad, J.M., 2005a. Yielding of microstructured geomaterial by distinct element method analysis. J. Eng. Mech. 131 (11), 1209-1213.
    • (2005) J. Eng. Mech. , vol.131 , Issue.11 , pp. 1209-1213
    • Jiang, M.J.1    Leroueil, S.2    Konrad, J.M.3
  • 22
    • 20444494923 scopus 로고    scopus 로고
    • Kinematic models for non-coaxial granular materials. Part II: Evaluation
    • Jiang, M.J., Harris, D., Yu, H.S., 2005b. 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 , Issue.7 , pp. 663-689
    • Jiang, M.J.1    Harris, D.2    Yu, H.S.3
  • 23
    • 23644457935 scopus 로고    scopus 로고
    • A novel discrete model for granular material incorporating rolling resistance
    • Jiang, M.J., Yu, H.S., Harris, D., 2005c. A novel discrete model for granular material incorporating rolling resistance. Comput. Geotech. 32 (5), 340-357.
    • (2005) Comput. Geotech. , vol.32 , Issue.5 , pp. 340-357
    • Jiang, M.J.1    Yu, H.S.2    Harris, D.3
  • 24
    • 33646363309 scopus 로고    scopus 로고
    • Kinematic variables bridging discrete and continuum granular mechanics
    • Jiang, M.J., Yu, H.S., Harris, D., 2006a. Kinematic variables bridging discrete and continuum granular mechanics. Mech. Res. Communic. 33 (5), 651-666.
    • (2006) Mech. Res. Communic. , vol.33 , Issue.5 , pp. 651-666
    • Jiang, M.J.1    Yu, H.S.2    Harris, D.3
  • 25
    • 33745904759 scopus 로고    scopus 로고
    • Bond rolling resistance and its effect on yielding of bonded granulates by DEM analyses
    • Jiang, M.J., Yu, H.S., Harris, D., 2006b. Bond rolling resistance and its effect on yielding of bonded granulates by DEM analyses. Int. J. Numer. Anal. Methods Geomech. 30 (8), 723-761.
    • (2006) Int. J. Numer. Anal. Methods Geomech. , vol.30 , Issue.8 , pp. 723-761
    • Jiang, M.J.1    Yu, H.S.2    Harris, D.3
  • 26
    • 35948929104 scopus 로고    scopus 로고
    • An interpretation of the internal length in chang's couple-stress continuum for bonded granulates
    • Jiang, M.J., Zhu, H.H., 2007. An interpretation of the internal length in Chang's couple-stress continuum for bonded granulates. Granul. Matter 9 (6), 431-437.
    • (2007) Granul. Matter , vol.9 , Issue.6 , pp. 431-437
    • Jiang, M.J.1    Zhu, H.H.2
  • 27
    • 33751507510 scopus 로고    scopus 로고
    • Future continuum models for granular materials in penetration analyses
    • Jiang, M.J., Harris, D., Zhu, H.H., 2007a. Future continuum models for granular materials in penetration analyses. Granul. Matter 9 (1), 97-108.
    • (2007) Granul. Matter , vol.9 , Issue.1 , pp. 97-108
    • Jiang, M.J.1    Harris, D.2    Zhu, H.H.3
  • 28
    • 33846662688 scopus 로고    scopus 로고
    • A simple and efficient approach to capturing bonding effect in naturally microstructured sands by discrete element method
    • Jiang, M.J., Yu, H.S., Leroueil, S., 2007b. A simple and efficient approach to capturing bonding effect in naturally microstructured sands by discrete element method. Int. J. Numer. Methods Eng. 69 (6), 1158-1193.
    • (2007) Int. J. Numer. Methods Eng. , vol.69 , Issue.6 , pp. 1158-1193
    • Jiang, M.J.1    Yu, H.S.2    Leroueil, S.3
  • 29
    • 53549089903 scopus 로고    scopus 로고
    • Classical and non-classical kinematic fields of two-dimensional penetration tests on granular ground by discrete element method analyses
    • Jiang, M.J., Zhu, H.H., Harris, D., 2008. Classical and non-classical kinematic fields of two-dimensional penetration tests on granular ground by discrete element method analyses. Granul. Matter 10 (6), 439-455.
    • (2008) Granul. Matter , vol.10 , Issue.6 , pp. 439-455
    • Jiang, M.J.1    Zhu, H.H.2    Harris, D.3
  • 30
    • 84859997198 scopus 로고    scopus 로고
    • A new experimental apparatus for micro-contact lows of 2-D bonded granules in DEM analyses
    • Okinawa, Japan
    • Jiang, M.J., Sun, Y.G., Li, L.Q. 2010. A new experimental apparatus for micro-contact lows of 2-D bonded granules in DEM analyses. In: Proceedings of the Fourth Japan-China Geotechnical Symposium, pp. 23-28, Okinawa, Japan.
    • (2010) Proceedings of the Fourth Japan-China Geotechnical Symposium , pp. 23-28
    • Jiang, M.J.1    Sun, Y.G.2    Li, L.Q.3
  • 31
    • 78649631063 scopus 로고    scopus 로고
    • Modeling shear behavior and strain localization in cemented sands by two-dimensional distinct element method analyses
    • Jiang, M.J., Yan, H.B., Zhu, H.H., Utili, S., 2011. Modeling shear behavior and strain localization in cemented sands by two-dimensional distinct element method analyses. Comput. Geotech. 38 (1), 14-29.
    • (2011) Comput. Geotech. , vol.38 , Issue.1 , pp. 14-29
    • Jiang, M.J.1    Yan, H.B.2    Zhu, H.H.3    Utili, S.4
  • 32
    • 84861234466 scopus 로고    scopus 로고
    • Distinct element method analyses of idealized bonded-granulate cut slope
    • Jiang, M.J., Murakami, A., 2012. Distinct element method analyses of idealized bonded-granulate cut slope. Granul. Matter 14 (3), 393-410.
    • (2012) Granul. Matter , vol.14 , Issue.3 , pp. 393-410
    • Jiang, M.J.1    Murakami, A.2
  • 33
    • 84865646214 scopus 로고    scopus 로고
    • Analysis of stress redistribution in soil and earth pressure on tunnel lining using the discrete element method
    • Jiang, M.J., Yin, Z.Y., 2012. Analysis of stress redistribution in soil and earth pressure on tunnel lining using the discrete element method. Tunn. Undergr. Space Technol. 32, 251-259.
    • (2012) Tunn. Undergr. Space Technol. , vol.32 , pp. 251-259
    • Jiang, M.J.1    Yin, Z.Y.2
  • 34
    • 84859848904 scopus 로고    scopus 로고
    • Cavity expansion analyses of crushable granular materials with state-dependent dilatancy
    • Jiang, M.J., Sun, Y.G., 2012. Cavity expansion analyses of crushable granular materials with state-dependent dilatancy. Int. J. Numer. Anal. Methods Geomech. 36 (6), 723-742.
    • (2012) Int. J. Numer. Anal. Methods Geomech. , vol.36 , Issue.6 , pp. 723-742
    • Jiang, M.J.1    Sun, Y.G.2
  • 35
    • 84864805199 scopus 로고    scopus 로고
    • Contact behavior of idealized granules bonded in two different interparticle distances: An experimental investigation
    • Jiang, M.J., Sun, Y.G., Li, L.Q., Zhu, H.H., 2012a. Contact behavior of idealized granules bonded in two different interparticle distances: an experimental investigation. Mech. Mater. 55, 1-15.
    • (2012) Mech. Mater , vol.55 , pp. 1-15
    • Jiang, M.J.1    Sun, Y.G.2    Li, L.Q.3    Zhu, H.H.4
  • 36
    • 84989227567 scopus 로고    scopus 로고
    • An experimental investigation on the mechanical behavior between cemented granules
    • Jiang, M.J., Sun, Y.G., Xiao, Y., 2012b. An experimental investigation on the mechanical behavior between cemented granules. Geotech. Test. J. (ASTM) 35 (5), 678-690.
    • (2012) Geotech. Test. J. (ASTM) , vol.35 , Issue.5 , pp. 678-690
    • Jiang, M.J.1    Sun, Y.G.2    Xiao, Y.3
  • 37
    • 84880723727 scopus 로고    scopus 로고
    • A simple distinct element modeling of the mechanical behavior of methane hydrate-bearing sediments in deep seabed
    • Jiang, M.J., Sun, Y.G., Yang, Q.J., 2013a. A simple distinct element modeling of the mechanical behavior of methane hydrate-bearing sediments in deep seabed. Granul. Matter 15 (2), 209-220.
    • (2013) Granul. Matter , vol.15 , Issue.2 , pp. 209-220
    • Jiang, M.J.1    Sun, Y.G.2    Yang, Q.J.3
  • 38
    • 84873413111 scopus 로고    scopus 로고
    • An investigation on loose cemented granular materials via DEM analyses
    • Jiang, M.J., Zhang, W.C., Sun, Y., Utili, S., 2013b. An investigation on loose cemented granular materials via DEM analyses. Granul. Matter 15 (1), 65-84.
    • (2013) Granul. Matter , vol.15 , Issue.1 , pp. 65-84
    • Jiang, M.J.1    Zhang, W.C.2    Sun, Y.3    Utili, S.4
  • 39
    • 84880760940 scopus 로고    scopus 로고
    • Numerical analyses of braced excavation in granular grounds: Continuum and discrete element approaches
    • Jiang, M.J., Shen, Z.F., Zhu, F.Y., 2013c. Numerical analyses of braced excavation in granular grounds: continuum and discrete element approaches. Granul. Matter 15 (2), 195-208.
    • (2013) Granul. Matter , vol.15 , Issue.2 , pp. 195-208
    • Jiang, M.J.1    Shen, Z.F.2    Zhu, F.Y.3
  • 40
    • 79551579547 scopus 로고    scopus 로고
    • Modelling time-dependent behaviour of murro test embankment
    • Karstunen, M., Yin, Z.Y., 2010. Modelling time-dependent behaviour of Murro test embankment. Géotechnique 60 (10), 735-749.
    • (2010) Géotechnique , vol.60 , Issue.10 , pp. 735-749
    • Karstunen, M.1    Yin, Z.Y.2
  • 41
    • 8744292522 scopus 로고    scopus 로고
    • On the stress-strain behaviour of lightly cemented clay based on an extended critical state concept
    • Kasama, K., Ochiai, H., Yasufuku, N., 2000. On the stress-strain behaviour of lightly cemented clay based on an extended critical state concept. Soils Found. 40 (5), 37-47.
    • (2000) Soils Found. , vol.40 , Issue.5 , pp. 37-47
    • Kasama, K.1    Ochiai, H.2    Yasufuku, N.3
  • 42
    • 84866654685 scopus 로고    scopus 로고
    • Influence of the soil fabric on the mechanical properties of unsaturated clays
    • Kochmanova, N., Tanaka, H., 2011. Influence of the soil fabric on the mechanical properties of unsaturated clays. Soils Found. 51 (2), 275-286.
    • (2011) Soils Found. , vol.51 , Issue.2 , pp. 275-286
    • Kochmanova, N.1    Tanaka, H.2
  • 43
    • 0025676842 scopus 로고
    • The general and congruent effects of structure in natural soil and weak rocks
    • Leroueil, S., Vaughan, P.R., 1990. The general and congruent effects of structure in natural soil and weak rocks. Géotechnique 40 (3), 467-488.
    • (1990) Géotechnique , vol.40 , Issue.3 , pp. 467-488
    • Leroueil, S.1    Vaughan, P.R.2
  • 44
    • 79958099745 scopus 로고    scopus 로고
    • The critical-state yield stress (terminaion locus) of adhesive powders from a single numerical experiment
    • Luding, S., Alonso-Marroquin, F., 2011. The critical-state yield stress (terminaion locus) of adhesive powders from a single numerical experiment. Granul. Matter 13 (2), 109-119.
    • (2011) Granul. Matter , vol.13 , Issue.2 , pp. 109-119
    • Luding, S.1    Alonso-Marroquin, F.2
  • 46
    • 0020242279 scopus 로고
    • Experimental micromechanical evaluation of strength of granular materials: Effects of particle rolling
    • Oda, M., Konishi, J., Nemat-Nasser, S., 1982. Experimental micromechanical evaluation of strength of granular materials: effects of particle rolling. Mech. Mater. 1 (4), 269-283.
    • (1982) Mech. Mater , vol.1 , Issue.4 , pp. 269-283
    • Oda, M.1    Konishi, J.2    Nemat-Nasser, S.3
  • 48
    • 84867906027 scopus 로고    scopus 로고
    • Effect of curing stress and period on the mechanical properties of cement-mixed sand
    • Rabbi, A.T.M.Z., Kuwano, J., Deng, J.L., Boon, T.W., 2011. Effect of curing stress and period on the mechanical properties of cement-mixed sand. Soils Found. 51 (4), 651-661.
    • (2011) Soils Found. , vol.51 , Issue.4 , pp. 651-661
    • Rabbi, A.T.M.Z.1    Kuwano, J.2    Deng, J.L.3    Boon, T.W.4
  • 49
    • 11744290710 scopus 로고    scopus 로고
    • Bimodal character of stress transmission in granular packings
    • Radjai, F., Wolf, D.E., Jean, M., Moreau, J.J., 1998. Bimodal character of stress transmission in granular packings. Phys. Rev. Lett. 80 (1), 61-64.
    • (1998) Phys. Rev. Lett. , vol.80 , Issue.1 , pp. 61-64
    • Radjai, F.1    Wolf, D.E.2    Jean, M.3    Moreau, J.J.4
  • 50
    • 0026614707 scopus 로고
    • Micromechanical features of granular assemblies with planar elliptical particles
    • Rothenburg, L., Bathurst, R.J., 1992. Micromechanical features of granular assemblies with planar elliptical particles. Géotechnique 42 (1), 79-95.
    • (1992) Géotechnique , vol.42 , Issue.1 , pp. 79-95
    • Rothenburg, L.1    Bathurst, R.J.2
  • 51
    • 0038344412 scopus 로고    scopus 로고
    • Isotropic yielding in an artificially cemented soil cured under stress
    • Rotta, G.V., Consoli, N.C., Prietto, P.D.M., Coop, M.R., Graham, J., 2003. Isotropic yielding in an artificially cemented soil cured under stress. Géotechnique 53 (5), 493-502.
    • (2003) Géotechnique , vol.53 , Issue.5 , pp. 493-502
    • Rotta, G.V.1    Consoli, N.C.2    Prietto, P.D.M.3    Coop, M.R.4    Graham, J.5
  • 52
    • 0034100589 scopus 로고    scopus 로고
    • A kinematic hardening constitutive model for natural clays with loss of structure
    • Rouainia, M., Wood, D.M., 2000. A kinematic hardening constitutive model for natural clays with loss of structure. Géotechnique 50 (2), 153-164.
    • (2000) Géotechnique , vol.50 , Issue.2 , pp. 153-164
    • Rouainia, M.1    Wood, D.M.2
  • 53
    • 84871328965 scopus 로고    scopus 로고
    • Strength and deformation characteristics of cement-mixed gravelly soil in multiple-step triaxial compression
    • Taheri, A., Sasaki, Y., Tatsuoka, F., Watanabe, K., 2012. Strength and deformation characteristics of cement-mixed gravelly soil in multiple-step triaxial compression. Soils Found. 52 (1), 126-145.
    • (2012) Soils Found. , vol.52 , Issue.1 , pp. 126-145
    • Taheri, A.1    Sasaki, Y.2    Tatsuoka, F.3    Watanabe, K.4
  • 54
    • 84871031026 scopus 로고    scopus 로고
    • Stress-strain relations of cement-mixed gravelly soil from multiple-step triaxial compression test results
    • Taheri, A., Tatsuoka, F., 2012. Stress-strain relations of cement-mixed gravelly soil from multiple-step triaxial compression test results. Soils Found. 52 (4), 748-766.
    • (2012) Soils Found. , vol.52 , Issue.4 , pp. 748-766
    • Taheri, A.1    Tatsuoka, F.2
  • 55
    • 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
  • 57
    • 84866694044 scopus 로고    scopus 로고
    • Behavior and simulation of deep cement mixing (DCM) and stiffened deep cement mixing(SDCM) piles under full scale loading
    • Voottipruex, P., Bergado, D.T., Suksawat, T., Jamsawang, P., Cheang, W., 2011. Behavior and simulation of deep cement mixing (DCM) and stiffened deep cement mixing(SDCM) piles under full scale loading. Soils Found. 51 (2), 307-320.
    • (2011) Soils Found. , vol.51 , Issue.2 , pp. 307-320
    • Voottipruex, P.1    Bergado, D.T.2    Suksawat, T.3    Jamsawang, P.4    Cheang, W.5
  • 58
    • 84871001185 scopus 로고    scopus 로고
    • DEM analysis of energy dissipation in crushable soils
    • Wang, J.F., Yan, H.B., 2012. DEM analysis of energy dissipation in crushable soils. Soils Found. 52 (4), 644-657.
    • (2012) Soils Found. , vol.52 , Issue.4 , pp. 644-657
    • Wang, J.F.1    Yan, H.B.2
  • 59
    • 41849133930 scopus 로고    scopus 로고
    • A particulate-scale investigation of cemented sand behavior
    • Wang, Y.H., Leung, S.C., 2008a. A particulate-scale investigation of cemented sand behavior. Can. Geotech. J. 45 (1), 29-44.
    • (2008) Can. Geotech. J. , vol.45 , Issue.1 , pp. 29-44
    • Wang, Y.H.1    Leung, S.C.2
  • 60
    • 45749121872 scopus 로고    scopus 로고
    • Characterization of cemented sand by experimental and numerical investigations
    • Wang, Y.H., Leung, S.C., 2008b. Characterization of cemented sand by experimental and numerical investigations. J. Geotech. Geoenviron. Eng. 134 (7), 992-1004.
    • (2008) J. Geotech. Geoenviron. Eng. , vol.134 , Issue.7 , pp. 992-1004
    • Wang, Y.H.1    Leung, S.C.2
  • 61
    • 84871006396 scopus 로고    scopus 로고
    • Displacement in sand under triaxial compression by tracking soil particles on X-ray CT data
    • Watanabe, Y., Lenoir, N., Otani, J., Nakai, T., 2012. Displacement in sand under triaxial compression by tracking soil particles on X-ray CT data. Soils Found. 52 (2), 312-320.
    • (2012) Soils Found. , vol.52 , Issue.2 , pp. 312-320
    • Watanabe, Y.1    Lenoir, N.2    Otani, J.3    Nakai, T.4
  • 62
    • 84871001223 scopus 로고    scopus 로고
    • Experiments and predictions of physical properties of sand cemented by enzymatically induced carbonate precipitation
    • Yasuhara, H., Neupane, D., Hayashi, K., Okamura, M., 2012. Experiments and predictions of physical properties of sand cemented by enzymatically induced carbonate precipitation. Soils Found. 52 (3), 539-549.
    • (2012) Soils Found. , vol.52 , Issue.3 , pp. 539-549
    • Yasuhara, H.1    Neupane, D.2    Hayashi, K.3    Okamura, M.4
  • 63
    • 79960181198 scopus 로고    scopus 로고
    • Evaluation of the influence of elasto-viscoplastic scaling functions on modelling time-dependent behaviour of natural clays
    • Yin, Z.Y., Karstunen, M., Hicher, P.Y., 2010. Evaluation of the influence of elasto-viscoplastic scaling functions on modelling time-dependent behaviour of natural clays. Soils Found. 50 (2), 203-214.
    • (2010) Soils Found. , vol.50 , Issue.2 , pp. 203-214
    • Yin, Z.Y.1    Karstunen, M.2    Hicher, P.Y.3
  • 64
    • 79960028146 scopus 로고    scopus 로고
    • Modelling strain-rate-dependency of natural soft clays combined with anisotropy and destructuration
    • Yin, Z.Y., Karstunen, M., 2011. Modelling strain-rate-dependency of natural soft clays combined with anisotropy and destructuration. Acta Mech. Solida Sin. 24 (3), 216-230.
    • (2011) Acta Mech. Solida Sin. , vol.24 , Issue.3 , pp. 216-230
    • Yin, Z.Y.1    Karstunen, M.2
  • 65
    • 84855658559 scopus 로고    scopus 로고
    • Micromechanical analysis of the behavior of stiff clay
    • Yin, Z.Y., Chang, C.S., Hicher, P.Y., Wang, J.H., 2011a. Micromechanical analysis of the behavior of stiff clay. Acta Mech. Sin. 27 (6), 1-10.
    • (2011) Acta Mech. Sin. , vol.27 , Issue.6 , pp. 1-10
    • Yin, Z.Y.1    Chang, C.S.2    Hicher, P.Y.3    Wang, J.H.4
  • 68
    • 84856689568 scopus 로고    scopus 로고
    • A one-dimensional strain-rate based model for soft structured clays
    • Yin, Z.Y., Wang, J.H., 2012. A one-dimensional strain-rate based model for soft structured clays. Sci. China Ser. E 55 (1), 90-100.
    • (2012) Sci. China Ser. E , vol.55 , Issue.1 , pp. 90-100
    • Yin, Z.Y.1    Wang, J.H.2


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