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Volumn 40, Issue 2, 2000, Pages 99-110

Superloading yield surface concept for highly structured soil behavior

Author keywords

Constitutive equation; Elasto plasticity; Normally consolidated soil; Overconsolidated soil; Remolded soil; Structured soil (IGC: D6)

Indexed keywords


EID: 2442543780     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.40.2_99     Document Type: Article
Times cited : (241)

References (22)
  • 1
    • 0028392971 scopus 로고
    • Soil-water coupled behaviour of saturated clay near/at critical state
    • Asaoka; A., Nakano, M. and Noda, T. (1994): "Soil-water coupled behaviour of saturated clay near/at critical state," Soils and Foundations, Vol. 34, No. 1, pp. 91-106.
    • (1994) Soils and Foundations , vol.34 , Issue.1 , pp. 91-106
    • Asaoka, A.1    Nakano, M.2    Noda, T.3
  • 2
    • 2142787321 scopus 로고    scopus 로고
    • Soil-water coupled behaviour of heavily overconsolidated clay near/at critical state
    • Asaoka, A., Nakano, M. and Noda, T. (1997): "Soil-water coupled behaviour of heavily overconsolidated clay near/at critical state," Soils and Foundations, Vol. 37, No. 1, pp. 13-28.
    • (1997) Soils and Foundations , vol.37 , Issue.1 , pp. 13-28
    • Asaoka, A.1    Nakano, M.2    Noda, T.3
  • 4
    • 85024184646 scopus 로고
    • Engineering geology of Norwegian normally consolidated marine clays as related to settlements of buildings
    • Bjerrum, L. (1967): "Engineering geology of Norwegian normally consolidated marine clays as related to settlements of buildings," Geotechnique, Vol. 22, No. 1, pp. 83-117.
    • (1967) Geotechnique , vol.22 , Issue.1 , pp. 83-117
    • Bjerrum, L.1
  • 6
    • 0018694759 scopus 로고
    • On the analysis of rotation and stress rate in deforming bodies
    • Dienes, J. K. (1979): "On the analysis of rotation and stress rate in deforming bodies," Acta Mechanica, Vol. 32, pp. 217-232.
    • (1979) Acta Mechanica , vol.32 , pp. 217-232
    • Dienes, J.K.1
  • 7
    • 84918742959 scopus 로고
    • Conventional and unconventional plastic response and representation
    • Drucker, D. C. (1988): "Conventional and unconventional plastic response and representation," Applied Mechanics Review, Vol. 41. No. 4, pp. 151-167.
    • (1988) Applied Mechanics Review , vol.41 , Issue.4 , pp. 151-167
    • Drucker, D.C.1
  • 10
    • 0024899003 scopus 로고
    • Subloading surface model in unconventional plasticity
    • Hashiguchi, K. (1989): "Subloading surface model in unconventional plasticity," Int. J. of Solids and Structures, Vol. 25, pp. 917-945.
    • (1989) Int. J. of Solids and Structures , vol.25 , pp. 917-945
    • Hashiguchi, K.1
  • 11
    • 0005254829 scopus 로고
    • Constitutive equations of granular media
    • Wittke, W. (ed.), Aachen, Balkema
    • Hashiguchi, K. (1979): "Constitutive equations of granular media," Proc. 3rd Int. Conf. Numer. Meth. Geomech., Wittke, W. (ed.), Aachen, Balkema, pp. 435-439.
    • (1979) Proc. 3rd Int. Conf. Numer. Meth. Geomech. , pp. 435-439
    • Hashiguchi, K.1
  • 13
    • 0001859334 scopus 로고
    • Conditions at failure for remolded cohesive soils
    • Cambridge, Boston, USA
    • Hvorslev, M. J. (1936): "Conditions at failure for remolded cohesive soils," Proc. of 1st Int. Conf. on SMFE, Cambridge, Boston, USA, Vol. 3, pp. 51-53.
    • (1936) Proc. of 1st Int. Conf. on SMFE , vol.3 , pp. 51-53
    • Hvorslev, M.J.1
  • 14
    • 0030408321 scopus 로고    scopus 로고
    • Compressibility of clays: Fundamental and practical aspects
    • Leroueil, S. (1996): "Compressibility of clays: fundamental and practical aspects," J. of Geotech. Engrg., ASCE, Vol. 122, No. 7, pp. 534-543.
    • (1996) J. of Geotech. Engrg., ASCE , vol.122 , Issue.7 , pp. 534-543
    • Leroueil, S.1
  • 15
    • 0025676842 scopus 로고
    • The general and congruent effects of structure in natural soils and weak rocks
    • Leroueil, S. and Vaughan, P. R. (1990): "The general and congruent effects of structure in natural soils and weak rocks," Géotechnique, Vol. 40, No. 3, pp. 467-488.
    • (1990) Géotechnique , vol.40 , Issue.3 , pp. 467-488
    • Leroueil, S.1    Vaughan, P.R.2
  • 17
    • 0343902728 scopus 로고
    • Relation between void ratio and effective principal stresses for a remolded silty clay
    • Cambridge, Boston, USA
    • Rendulic, L. (1936): "Relation between void ratio and effective principal stresses for a remolded silty clay," Proc. of 1st Int. Conf. on SMFE, Cambridge, Boston, USA, Vol. 3, pp. 48-51.
    • (1936) Proc. of 1st Int. Conf. on SMFE , vol.3 , pp. 48-51
    • Rendulic, L.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.