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Volumn 19, Issue 7, 2001, Pages 387-412

Numerical analysis of geosynthetic reinforced retaining wall constructed on a layered soil foundation

Author keywords

Compressible soil; Field case; Geosynthetic; Numerical analysis; Soil wall

Indexed keywords

CLAY; NUMERICAL ANALYSIS; RETAINING WALLS; SOILS; STIFFNESS;

EID: 0035439039     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-1144(01)00014-0     Document Type: Article
Times cited : (155)

References (44)
  • 3
    • 84886768568 scopus 로고    scopus 로고
    • Geogrid reinforced soil walls subject to controlled lateral deformation
    • Boston. Massachusetts, USA, 28-30 April 1999. Industrial Fabrics Association International
    • (1999) Geosynthetic 1999 , pp. 1-10
    • Andrawes, K.Z.1    Saad, M.A.2
  • 34
    • 0031460008 scopus 로고    scopus 로고
    • The behaviour of model reinforced walls on soft soils
    • Long Beach California, USA, 11-13 March 1997. Industrial Fabrics Association International
    • (1997) Geosynthetics '97 , pp. 73-84
    • Palmeria, E.M.1    Monte, L.M.2
  • 38
    • 0000995807 scopus 로고    scopus 로고
    • Some insights into reinforced wall behaviour on finite element analysis
    • Ochiai, H., Yasufuku, N., Omine, K. (Eds.), Balkema, Rotterdam/Brookfield
    • (1996) Earth Reinforcement , pp. 485-490
    • Rowe, R.K.1    Ho, S.K.P.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.