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Volumn 31, Issue 3, 2004, Pages 185-191

The role of non-normality in soil mechanics and some of its mathematical consequences

Author keywords

[No Author keywords available]

Indexed keywords

MATHEMATICAL MODELS; PLASTICITY; PORE PRESSURE; SHEAR DEFORMATION; SOIL MECHANICS; STRAIN RATE;

EID: 1842637440     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compgeo.2004.01.006     Document Type: Article
Times cited : (20)

References (20)
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    • Soil mechanics and plastic analysis or limit design
    • Drucker D.C. Prager W. Soil mechanics and plastic analysis or limit design Quart. Appl. Mech. 10 1952 157-165
    • (1952) Quart. Appl. Mech. , vol.10 , pp. 157-165
    • Drucker, D.C.1    Prager, W.2
  • 3
    • 0000173484 scopus 로고
    • Soil mechanics and workhardening theories of plasticity
    • Drucker D.C. Gibson R.E. Henckel D.J. Soil mechanics and workhardening theories of plasticity Trans. ASCE 122 1957 338-346
    • (1957) Trans. ASCE , vol.122 , pp. 338-346
    • Drucker, D.C.1    Gibson, R.E.2    Henckel, D.J.3
  • 7
    • 0029526115 scopus 로고
    • Theoretical investigation of the undrained stability of shallow submerged slopes
    • Di Prisco C. Matiotti R. Nova R. Theoretical investigation of the undrained stability of shallow submerged slopes Géotechnique 45 3 1995 479-496
    • (1995) Géotechnique , vol.45 , Issue.3 , pp. 479-496
    • Di Prisco, C.1    Matiotti, R.2    Nova, R.3
  • 8
    • 0002961766 scopus 로고
    • A mixed isotropic-kinematic hardening constitutive law for sand
    • D. Kolymbas (Ed.), Amsterdam: Elsevier
    • Di Prisco C. Nova R. Lanier J. A mixed isotropic-kinematic hardening constitutive law for sand Kolymbas D. Modern approaches to plasticity 1993 83-124 Elsevier Amsterdam
    • (1993) Modern Approaches to Plasticity , pp. 83-124
    • Di Prisco, C.1    Nova, R.2    Lanier, J.3
  • 10
  • 11
    • 0018162082 scopus 로고
    • An experimental programme to define the yield function for sand
    • Nova R. Wood D.M. An experimental programme to define the yield function for sand Soils and Foundations 18 1978 77-86
    • (1978) Soils and Foundations , vol.18 , pp. 77-86
    • Nova, R.1    Wood, D.M.2
  • 12
    • 1842649997 scopus 로고    scopus 로고
    • A numerical investigation of the incremental behavior of granular soils
    • Calvetti F. Viggiani G. Tamagnini C. A numerical investigation of the incremental behavior of granular soils Rivista. Italiana di Geotecnica 37 3 2003 11-29
    • (2003) Rivista. Italiana Di Geotecnica , vol.37 , Issue.3 , pp. 11-29
    • Calvetti, F.1    Viggiani, G.2    Tamagnini, C.3
  • 13
    • 0023306778 scopus 로고
    • An evaluation of direct simple shear tests on clay
    • Airey D.W. Wood D.M. An evaluation of direct simple shear tests on clay Géotechnique 37 1 1987 25-35
    • (1987) Géotechnique , vol.37 , Issue.1 , pp. 25-35
    • Airey, D.W.1    Wood, D.M.2
  • 15
    • 0003369350 scopus 로고
    • On the variation of the determinant of a positive definite matrix
    • Ostrowski A. Taussky O. On the variation of the determinant of a positive definite matrix Neder. Akadem. Wet. Proc. A54 1951 333-351
    • (1951) Neder. Akadem. Wet. Proc. , vol.A54 , pp. 333-351
    • Ostrowski, A.1    Taussky, O.2
  • 16
    • 0000029293 scopus 로고
    • Controllability of the incremental response of soil specimens subjected to arbitrary loading programmes
    • Nova R. Controllability of the incremental response of soil specimens subjected to arbitrary loading programmes J. Mech. Behav. Mater. 5 1994 193-201
    • (1994) J. Mech. Behav. Mater. , vol.5 , pp. 193-201
    • Nova, R.1
  • 17
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    • Uber Potenzreihen, die im Innern des Einheitskreises beschraenkt sind
    • Schur I. Uber Potenzreihen, die im Innern des Einheitskreises beschraenkt sind Reine. Angew. Math. 147 1917 205-232
    • (1917) Reine. Angew. Math. , vol.147 , pp. 205-232
    • Schur, I.1
  • 18
    • 0031708533 scopus 로고    scopus 로고
    • An investigation of the uniqueness of the incremental response of elastoplastic models for virgin sand
    • Imposimato S. Nova R. An investigation of the uniqueness of the incremental response of elastoplastic models for virgin sand Mech. Cohes-Frict. Mater. 3 1998 65-87
    • (1998) Mech. Cohes-Frict. Mater. , vol.3 , pp. 65-87
    • Imposimato, S.1    Nova, R.2
  • 20
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    • Static instability and liquefaction of loose fine sandy slopes
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    • (1992) J. Geotech. Eng. ASCE , vol.118 , pp. 51-71
    • Lade, P.V.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.