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Volumn 52, Issue 1, 2002, Pages 29-40

Behaviour of reinforced embankments on soft rate-sensitive soils

Author keywords

Creep; Embankments; Geosynthetics; Numerical modelling and analysis; Reinforced soils; Time dependence

Indexed keywords

DEFORMATION; EMBANKMENTS; HYDRAULIC CONDUCTIVITY; STIFFNESS;

EID: 0036486722     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2002.52.1.29     Document Type: Article
Times cited : (46)

References (39)
  • 14
    • 84977941098 scopus 로고
    • A numerical model for analyzing long-term performance of geosynthetic-reinforced soil structures
    • (1995) Geosynth. Int , vol.2 , Issue.2 , pp. 429-453
    • Helwany, M.B.1    Wu, J.T.H.2
  • 26
    • 0023420414 scopus 로고
    • Short-term stability of reinforced embankment over clayey foundations
    • (1987) Soils Found , vol.27 , Issue.3 , pp. 43-57
    • Leshchinsky, D.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.