메뉴 건너뛰기




Volumn 146, Issue , 2007, Pages 567-582

Dependency of the mechanical behaviour of granular soils on loading frequency: Experimental results and constitutive modelling

Author keywords

[No Author keywords available]

Indexed keywords

CONSTITUTIVE MODELS; SOILS;

EID: 84879083836     PISSN: 09250042     EISSN: None     Source Type: Book Series    
DOI: 10.1007/978-1-4020-6146-2_38     Document Type: Conference Paper
Times cited : (5)

References (31)
  • 1
    • 0024925104 scopus 로고
    • An experimental and theoretical comparison between static and dynamic torsional soil tests
    • Bolton, M.D. & Wilson, J.M.R. 1989. An experimental and theoretical comparison between static and dynamic torsional soil tests. Géotechnique 39(4): 585-599.
    • (1989) Géotechnique , vol.39 , Issue.4 , pp. 585-599
    • Bolton, M.D.1    Wilson, J.M.R.2
  • 2
    • 0000014388 scopus 로고    scopus 로고
    • Small strain behaviour of geomaterials: Modelling of strain rate effects
    • Di Benedetto, H. & Tatsuoka, F. 1997. Small strain behaviour of geomaterials: Modelling of strain rate effects. Soils and Foundations 37(2): 127-138.
    • (1997) Soils and Foundations , vol.37 , Issue.2 , pp. 127-138
    • Di Benedetto, H.1    Tatsuoka, F.2
  • 4
    • 0002961766 scopus 로고    scopus 로고
    • A mixed isotropic kinematic hardening constitutive law for sand
    • eds D Kolymbas Rotterdam: Balkema
    • di Prisco, C., Nova, R. & Lanier, J. 1993. A mixed isotropic kinematic hardening constitutive law for sand. Modern approaches to plasticity (eds D. Kolymbas): 83-124. Rotterdam: Balkema.
    • Modern Approaches to Plasticity , Issue.1993 , pp. 83-124
    • Di Prisco, C.1    Nova, R.2    Lanier, J.3
  • 5
    • 0029526115 scopus 로고
    • Theoretical investigation of the undrained stability of shallow submerged slopes
    • di Prisco, C., Matiotti, R. & Nova, R. 1995. Theoretical investigation of the undrained stability of shallow submerged slopes. Géotechnique 45(3): 479-496.
    • (1995) Géotechnique , vol.45 , Issue.3 , pp. 479-496
    • Di Prisco, C.1    Matiotti, R.2    Nova, R.3
  • 7
    • 0031124871 scopus 로고    scopus 로고
    • Experimental analysis and theoretical interpretation of triaxial load controlled loose sand collapses
    • di Prisco, C. & Imposimato, S. 1997. Experimental analysis and theoretical interpretation of triaxial load controlled loose sand collapses. Mechanics of cohesive-frictional materials 18(2): 93-120.
    • (1997) Mechanics of cohesive-frictional materials , vol.18 , Issue.2 , pp. 93-120
    • Di Prisco, C.1    Imposimato, S.2
  • 8
    • 34247563125 scopus 로고    scopus 로고
    • Cyclic and dynamic mechanical behaviour of granular soils: Experimental evidence and constitutive modelling
    • di Prisco, C. & Zambelli, C. 2003. Cyclic and dynamic mechanical behaviour of granular soils: experimental evidence and constitutive modelling. Revue francaise de genie civil 7(7-8): 881-910.
    • (2003) Revue Francaise De Genie Civil , vol.7 , Issue.7-8 , pp. 881-910
    • Di Prisco, C.1    Zambelli, C.2
  • 9
    • 0012348325 scopus 로고
    • Behaviour of compacted sand-bentonite mixtures from small to medium strains. First earthquake geotech
    • Balkema
    • d'Onofrio, A., Santucci de Magistris, F., Silvestri, F., & Vinale, F. 1995. Behaviour of compacted sand-bentonite mixtures from small to medium strains. First Earthquake Geotech. Eng. Conf. Tokyo Vol. 1: 133-138, Balkema.
    • (1995) Eng. Conf. Tokyo , vol.1 , pp. 133-138
    • D'Onofrio, A.1    Santucci De Magistris, F.2    Silvestri, F.3    Vinale, F.4
  • 11
    • 0002370947 scopus 로고    scopus 로고
    • Strain rate dependent bahaviour of a natural stiff clay
    • d'Onofrio, A, Silvestri, F, & Vinale, F. 1999b. Strain rate dependent bahaviour of a natural stiff clay. Soils and Foundations 39(2): 69-82.
    • (1999) Soils and Foundations , vol.39 , Issue.2 , pp. 69-82
    • D'Onofrio, A.1    Silvestri, F.2    Vinale, F.3
  • 14
    • 0017946766 scopus 로고
    • Shear modulus of sand under cyclic torsional shear loading
    • Iwasaki, T., Tatsouka, T. & Takagi, Y. 1978. Shear modulus of sand under cyclic torsional shear loading. Soils and Foundations 18(1): 39-56.
    • (1978) Soils and Foundations , vol.18 , Issue.1 , pp. 39-56
    • Iwasaki, T.1    Tatsouka, T.2    Takagi, Y.3
  • 15
    • 0028667479 scopus 로고
    • Deformation characteristics at small strains of sedimentary soft rock by triaxial compression tests
    • Kim, Y.S., Tatsuoka, F & Ochi, K. 1994. Deformation characteristics at small strains of sedimentary soft rock by triaxial compression tests. Geotechnique 44(3): 461-478.
    • (1994) Geotechnique , vol.44 , Issue.3 , pp. 461-478
    • Kim, Y.S.1    Tatsuoka, F.2    Ochi, K.3
  • 16
    • 0023522975 scopus 로고
    • Modelling the elastic behaviour of granular materials
    • Lade, P.V. & Nelson, R.B. 1987. Modelling the elastic behaviour of granular materials. Int. J. Num. Anal. Meth. Geomech. 11: 521-542.
    • (1987) Int. J. Num. Anal. Meth. Geomech. , vol.11 , pp. 521-542
    • Lade, P.V.1    Nelson, R.B.2
  • 18
    • 0024163757 scopus 로고
    • A simple model for isotropic non-linear elasticity of frictional materials
    • Molenkamp, F. 1988. A simple model for isotropic non-linear elasticity of frictional materials. Int. J. Num. Anal. Meth. Geomech. 12: 467-475.
    • (1988) Int. J. Num. Anal. Meth. Geomech. , vol.12 , pp. 467-475
    • Molenkamp, F.1
  • 20
    • 0001453159 scopus 로고
    • The constitutive equations for rate sensitive plastic materials
    • Perzyna, P. 1963. The constitutive equations for rate sensitive plastic materials. Quart. Appl. Math. 20: 321-332.
    • (1963) Quart. Appl. Math. , vol.20 , pp. 321-332
    • Perzyna, P.1
  • 21
    • 33645016262 scopus 로고
    • Fundamental problems in viscoplasticity
    • Academic press
    • Perzyna, P. 1966. Fundamental problems in viscoplasticity. Advances in applied mechanics, Academic press 9: 243-377.
    • (1966) Advances in Applied Mechanics , vol.9 , pp. 243-377
    • Perzyna, P.1
  • 22
    • 0000428440 scopus 로고
    • Soil mechanics and plastic analysis or limit design
    • Prager, W. & Drucker, D.C. 1952. Soil mechanics and plastic analysis or limit design. Quart. Appl. Math. 10(2): 157-165.
    • (1952) Quart. Appl. Math. , vol.10 , Issue.2 , pp. 157-165
    • Prager, W.1    Drucker, D.C.2
  • 23
    • 0001791977 scopus 로고
    • Some observations on the static and dynamic shear stiffness of ham river sand. Proc. Of intern. Symp. On pre-failure deformation of geomaterials
    • Balkema
    • Porovic, E. & Jardine, R.W. 1994. Some observations on the static and dynamic shear stiffness of Ham River Sand. Proc. of Intern. Symp. on Pre-failure deformation of geomaterials. IS-Hokkaido Vol. 1, 25-30, Balkema.
    • (1994) IS-Hokkaido , vol.1 , pp. 25-30
    • Porovic, E.1    Jardine, R.W.2
  • 24
    • 0029367663 scopus 로고
    • Strain rate effects on shear modulus and damping of normally consolidated clay
    • Shibuya, S., Mitachi, T., Fukuda, F. & Degoshi, T. 1995. Strain rate effects on shear modulus and damping of normally consolidated clay. Geotechnical testing journal 18(3): 365-375.
    • (1995) Geotechnical testing journal , vol.18 , Issue.3 , pp. 365-375
    • Shibuya, S.1    Mitachi, T.2    Fukuda, F.3    Degoshi, T.4
  • 25
    • 0001642334 scopus 로고
    • Deformation characteristics of soils and rocks from field and laboratory tests, keynote lecture for session no.1
    • Bangkok
    • Tatsuoka, F. & Shibuya, S. 1991. Deformation characteristics of soils and rocks from field and laboratory tests, Keynote Lecture for Session No.1, Proc. of the 9th Asian Regional Conf. on SMFE, Bangkok, Vol. II, 101-170.
    • (1991) Proc. of the 9th Asian Regional Conf. on SMFE , vol.2 , pp. 101-170
    • Tatsuoka, F.1    Shibuya, S.2
  • 28
    • 0009002130 scopus 로고    scopus 로고
    • Some new aspects of time effects on the stress-strain behaviour of stiff geomaterials keynote lecture, the geotechnics of hard soils- Soft rocks
    • (Evangelista and Picarelli eds.), Balkema
    • Tatsuoka, F., Santucci de Magistris, F., Hayano, K., Momoya, Y. & Koseki, J. 2001. Some new aspects of time effects on the stress-strain behaviour of stiff geomaterials. Keynote Lecture, The Geotechnics of Hard Soils- Soft Rocks, Proc. of Second Int. Conf. on Hard Soils and Soft Rocks, Napoli, 1998 (Evangelista and Picarelli eds.), Balkema, Vol. 2: 1285-1371.
    • (2001) Proc. of Second Int. Conf. on Hard Soils and Soft Rocks, Napoli , vol.1998 , Issue.2 , pp. 1285-1371
    • Tatsuoka, F.1    Santucci De Magistris, F.2    Hayano, K.3    Momoya, Y.4    Koseki, J.5
  • 29
    • 13244280491 scopus 로고    scopus 로고
    • Influence of soil type on the effect of strain rate on small-strain cyclic shear modulus
    • Vucetic, M. & Tabata, K. 2003. Influence of soil type on the effect of strain rate on small-strain cyclic shear modulus. Soils and Foundations 43(5): 161-173.
    • (2003) Soils and Foundations , vol.43 , Issue.5 , pp. 161-173
    • Vucetic, M.1    Tabata, K.2
  • 31
    • 34247563121 scopus 로고    scopus 로고
    • A cyclic elasto-viscoplastic costitutive model: Theoretical discussion and validation
    • edited by Triantafyllidis Th., Balkema
    • Zambelli, C., di Prisco, C. & Imposimato, S. 2004. A cyclic elasto-viscoplastic costitutive model: theoretical discussion and validation. Cyclic Behaviour of Soils and Liquefaction Phenomena edited by Triantafyllidis Th., Balkema: 99-106.
    • (2004) Cyclic Behaviour of Soils and Liquefaction Phenomena , pp. 99-106
    • Zambelli, C.1    Di Prisco, C.2    Imposimato, S.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.