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Volumn 47, Issue 14-15, 2010, Pages 1933-1951

Micromechanical modelling for effect of inherent anisotropy on cyclic behaviour of sand

Author keywords

Anisotropy; Cyclic; Elastoplasticity; Micromechanics; Sand; Stress reversal

Indexed keywords

APPLIED LOADS; CYCLIC; CYCLIC BEHAVIOUR; CYCLIC ELASTOPLASTICITY; CYCLIC TESTS; CYCLIC TRIAXIAL TESTS; DENSITY STATE; INDUCED ANISOTROPY; INHERENT ANISOTROPY; LOCAL STRAINS; LOCAL STRESS; MEASURED RESULTS; MICRO-MECHANICAL; MICROMECHANICAL APPROACH; MICROMECHANICAL MODELLING; STRESS REVERSAL; STRESS-STRAIN MODEL; TOYOURA SAND; UNDRAINED; UNDRAINED TRIAXIAL TEST; VOID RATIOS;

EID: 77955229925     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijsolstr.2010.03.028     Document Type: Article
Times cited : (153)

References (35)
  • 3
    • 0001095687 scopus 로고
    • Double sliding model for cyclic deformation of granular materials including dilatancy effects
    • B. Balendran, and S. Nemat-Nasser Double sliding model for cyclic deformation of granular materials including dilatancy effects Journal of the Mechanics and Physics of Solids 41 3 1993 573 612
    • (1993) Journal of the Mechanics and Physics of Solids , vol.41 , Issue.3 , pp. 573-612
    • Balendran, B.1    Nemat-Nasser, S.2
  • 6
    • 13844316926 scopus 로고    scopus 로고
    • An elastic-plastic model for granular materials with microstructural consideration
    • C.S. Chang, and P.Y. Hicher An elastic-plastic model for granular materials with microstructural consideration International Journal of Solids and Structures 42 14 2005 4258 4277
    • (2005) International Journal of Solids and Structures , vol.42 , Issue.14 , pp. 4258-4277
    • Chang, C.S.1    Hicher, P.Y.2
  • 7
    • 0025503205 scopus 로고
    • Application of uniform strain theory to heterogeneous granular solids
    • C.S. Chang, and A. Misra Application of uniform strain theory to heterogeneous granular solids ASCE Journal of Engineering Mechanics 116 10 1990 2310 2328
    • (1990) ASCE Journal of Engineering Mechanics , vol.116 , Issue.10 , pp. 2310-2328
    • Chang, C.S.1    Misra, A.2
  • 11
    • 0029416455 scopus 로고
    • Stress-dependency of elastic moduli for cross-anisotropic soils
    • P. Dakoulas, and S. Yu Stress-dependency of elastic moduli for cross-anisotropic soils Géotechnique 45 2 1995 325 332
    • (1995) Géotechnique , vol.45 , Issue.2 , pp. 325-332
    • Dakoulas, P.1    Yu, S.2
  • 14
    • 0028400250 scopus 로고
    • Undrained cyclic and monotonic triaxial behaviour of saturated loose sand
    • M. Hyodo, H. Tanimizu, N. Yasufuku, and H. Murata Undrained cyclic and monotonic triaxial behaviour of saturated loose sand Soils and Foundations 34 1 1994 19 32
    • (1994) Soils and Foundations , vol.34 , Issue.1 , pp. 19-32
    • Hyodo, M.1    Tanimizu, H.2    Yasufuku, N.3    Murata, H.4
  • 15
    • 0016477434 scopus 로고
    • Undrained deformation and liquefaction of sand under cyclic stresses
    • K. Ishihara, F. Tatsuoka, and S. Yasuda Undrained deformation and liquefaction of sand under cyclic stresses Soils and Foundations 15 1 1975 29 44
    • (1975) Soils and Foundations , vol.15 , Issue.1 , pp. 29-44
    • Ishihara, K.1    Tatsuoka, F.2    Yasuda, S.3
  • 16
    • 0027444078 scopus 로고
    • NorSand: A simple critical state model for sand
    • M.G. Jefferies NorSand: a simple critical state model for sand Géotechnique 43 1993 91 103
    • (1993) Géotechnique , vol.43 , pp. 91-103
    • Jefferies, M.G.1
  • 17
    • 0008761769 scopus 로고    scopus 로고
    • Change of small strain quasi-elastic deformation properties during undrained cyclic torsional shear and triaxial tests of Toyoura sand
    • J. Koseki, S. Kawakami, H. Nagayama, and T. Sato Change of small strain quasi-elastic deformation properties during undrained cyclic torsional shear and triaxial tests of Toyoura sand Soils and Foundations 40 3 2000 101 110
    • (2000) Soils and Foundations , vol.40 , Issue.3 , pp. 101-110
    • Koseki, J.1    Kawakami, S.2    Nagayama, H.3    Sato, T.4
  • 20
    • 0031171020 scopus 로고    scopus 로고
    • A critical state two-surface plasticity model for sands
    • M.T. Manzari, and Y.F. Dafalias A critical state two-surface plasticity model for sands Géotechnique 47 2 1997 255 272
    • (1997) Géotechnique , vol.47 , Issue.2 , pp. 255-272
    • Manzari, M.T.1    Dafalias, Y.F.2
  • 21
    • 0022027999 scopus 로고
    • A constitutive equation for sands and its application to analyses of rotational stress paths and liquefaction resistance
    • H. Matsuoka, H. Koyama, and H. Yamazaki A constitutive equation for sands and its application to analyses of rotational stress paths and liquefaction resistance Soils and Foundations 25 1 1985 27 42
    • (1985) Soils and Foundations , vol.25 , Issue.1 , pp. 27-42
    • Matsuoka, H.1    Koyama, H.2    Yamazaki, H.3
  • 23
    • 0017504625 scopus 로고
    • Co-ordination number and its relation to shear strength of granular material
    • M. Oda Co-ordination number and its relation to shear strength of granular material Soils and Foundations 17 2 1977 29 42
    • (1977) Soils and Foundations , vol.17 , Issue.2 , pp. 29-42
    • Oda, M.1
  • 24
    • 0032586516 scopus 로고    scopus 로고
    • Cyclic elasto-plastic constitutive model for sand considering a plastic-strain dependence of the shear modulus
    • F. Oka, A. Yashima, A. Tateishi, Y. Taguchi, and S. Yamashita Cyclic elasto-plastic constitutive model for sand considering a plastic-strain dependence of the shear modulus Géotechnique 49 5 1999 661 680
    • (1999) Géotechnique , vol.49 , Issue.5 , pp. 661-680
    • Oka, F.1    Yashima, A.2    Tateishi, A.3    Taguchi, Y.4    Yamashita, S.5
  • 26
    • 0024623031 scopus 로고
    • Experimental stress-dilatancy relations of sand subjected to cyclic loading
    • T.B.S. Pradhan, F. Tatsuoka, and Y. Sato Experimental stress-dilatancy relations of sand subjected to cyclic loading Soils and Foundations 29 1 1989 45 64
    • (1989) Soils and Foundations , vol.29 , Issue.1 , pp. 45-64
    • Pradhan, T.B.S.1    Tatsuoka, F.2    Sato, Y.3
  • 27
    • 36049038014 scopus 로고    scopus 로고
    • The undrained cyclic behaviour of a carbonate sand
    • A. Qadimi, and M.R. Coop The undrained cyclic behaviour of a carbonate sand Géotechnique 57 9 2007 739 750
    • (2007) Géotechnique , vol.57 , Issue.9 , pp. 739-750
    • Qadimi, A.1    Coop, M.R.2
  • 28
    • 0000215584 scopus 로고
    • Micromechanical definitions of the Cauchy stress tensor for particular media
    • L. Rothenburg, and A.P.S. Selvadurai Micromechanical definitions of the Cauchy stress tensor for particular media A.P.S. Selvadurai, Mechanics of Structured Media 1981 Elsevier Amsterdam 469 486
    • (1981) Mechanics of Structured Media , pp. 469-486
    • Rothenburg, L.1    Selvadurai, A.P.S.2
  • 29
    • 0000738064 scopus 로고
    • The stress-dilatancy relations for static equilibrium of an assembly of particles in contact
    • P.W. Rowe The stress-dilatancy relations for static equilibrium of an assembly of particles in contact Proceedings of the Royal Society of London, Series A 269 1962 500 527
    • (1962) Proceedings of the Royal Society of London, Series A , vol.269 , pp. 500-527
    • Rowe, P.W.1
  • 31
    • 20444492707 scopus 로고    scopus 로고
    • Prediction of the deformation behavior of sand subjected to general cyclic loading by the tangential-subloading surface model
    • H. Setouchi, K. Hashiguchi, and M. Ueno Prediction of the deformation behavior of sand subjected to general cyclic loading by the tangential- subloading surface model Lowland Technology International 7 1 2005 51 63
    • (2005) Lowland Technology International , vol.7 , Issue.1 , pp. 51-63
    • Setouchi, H.1    Hashiguchi, K.2    Ueno, M.3
  • 33
    • 0001786175 scopus 로고    scopus 로고
    • The steady state of sandy soils
    • R. Verdugo, and K. Ishihara The steady state of sandy soils Soils and Foundations 36 2 1996 81 91
    • (1996) Soils and Foundations , vol.36 , Issue.2 , pp. 81-91
    • Verdugo, R.1    Ishihara, K.2
  • 34
    • 0035504109 scopus 로고    scopus 로고
    • Drained cyclic behavior of sand with fabric dependence
    • R.G. Wan, and P.J. Guo Drained cyclic behavior of sand with fabric dependence Journal of Engineering Mechanics 127 11 2001 1106 1116
    • (2001) Journal of Engineering Mechanics , vol.127 , Issue.11 , pp. 1106-1116
    • Wan, R.G.1    Guo, P.J.2
  • 35
    • 33750522262 scopus 로고    scopus 로고
    • A unified plasticity model for cyclic behaviour of clay and sand
    • H.-S. Yu, C. Khong, and J. Wang A unified plasticity model for cyclic behaviour of clay and sand Mechanics Research Communications 34 2 2007 97 114
    • (2007) Mechanics Research Communications , vol.34 , Issue.2 , pp. 97-114
    • Yu, H.-S.1    Khong, C.2    Wang, J.3


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