메뉴 건너뛰기




Volumn 51, Issue 3, 2001, Pages 257-273

Modelling consolidation accelerated by vertical drains in soils subject to creep

Author keywords

Clays; Consolidation; Creep; Embankments; Ground improvement; Numerical modelling and analysis

Indexed keywords

EMBANKMENTS; RECLAMATION; SOILS;

EID: 0035312168     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2001.51.3.257     Document Type: Article
Times cited : (63)

References (46)
  • 2
    • 0002001143 scopus 로고
    • Oedometer tests with different specimen heights on a clay exhibiting large secondary compression
    • (1972) Géotechnique , vol.22 , Issue.1 , pp. 53-70
    • Berre, T.1    Iversen, K.2
  • 3
    • 0001935993 scopus 로고
    • Engineering geology of Norwegian normally consolidated clays, seventh rankine lecture
    • (1967) Géotechnique , vol.17 , Issue.2 , pp. 81-118
    • Bjerrum, L.1
  • 6
    • 85172025733 scopus 로고
    • Simple two- and three-dimensional cases in the theory of consolidation of soils
    • (1942) J. Maths. Physics , vol.21 , Issue.1 , pp. 1-15
    • Carrillo, N.1
  • 11
    • 85025018664 scopus 로고
    • Consolidation of soils exhibiting creep under constant effective stress
    • (1972) Géotechnique , vol.22 , Issue.1 , pp. 71-78
    • Garlanger, J.E.1
  • 21
    • 0024165103 scopus 로고
    • Recent developments in consolidation of natural clays, 10th Canadian geotechnical colloquium
    • (1988) Can. Geotech. J , vol.25 , Issue.1 , pp. 85-107
    • Leroueil, S.1
  • 34
    • 0024072082 scopus 로고
    • Consolidation of multi-layered anisotropic soils by vertical drains with well resistance
    • (1988) Soils Found , vol.28 , Issue.3 , pp. 75-90
    • Onoue, A.1
  • 44
    • 0028195340 scopus 로고
    • Equivalent times and one-dimensional elastic visco-plastic modelling of time-dependent stress-strain behaviour of clays
    • (1994) Can. Geotech. J , vol.31 , Issue.1 , pp. 42-52
    • Yin, J.-H.1    Graham, J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.