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Volumn , Issue 130-142, 2005, Pages 511-521

2D Numerical modeling of a constructed geosynthetic-reinforced embankment over deep mixed columns

Author keywords

[No Author keywords available]

Indexed keywords

DEEP MIXED (DM) COLUMN; GEOSYNTHEIC-REINFORCED EMBANKMENT; GEOSYNTHETIC STABILITY; LAGRANGIAN ANALYSIS;

EID: 17044394711     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (20)

References (9)
  • 3
    • 17044385157 scopus 로고    scopus 로고
    • Hertsby case: A column stabilised and geotextile reinforced road embankment on soft subsoil
    • Bredenberg, Holm, and Broms (eds), Balkema, Rotterdam
    • Forsman, J., Honkala, A., and Smura, M. (1999). "Hertsby case: A column stabilised and geotextile reinforced road embankment on soft subsoil." Dry Mix Method for Deep Soil Stabilization, Bredenberg, Holm, and Broms (eds), Balkema, Rotterdam, 263-268.
    • (1999) Dry Mix Method for Deep Soil Stabilization , pp. 263-268
    • Forsman, J.1    Honkala, A.2    Smura, M.3
  • 4
    • 0036151011 scopus 로고    scopus 로고
    • A numerical study of load transfer mechanisms in geosynthetic reinforced and pile supported embankments over soft soil
    • ASCE
    • Han, J. and Gabr, M.A. (2002). "A numerical study of load transfer mechanisms in geosynthetic reinforced and pile supported embankments over soft soil." Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 128(1), 44-53.
    • (2002) Journal of Geotechnical and Geoenvironmental Engineering , vol.128 , Issue.1 , pp. 44-53
    • Han, J.1    Gabr, M.A.2
  • 5
    • 1642349466 scopus 로고    scopus 로고
    • st Edition, 82p.
    • (2002) st Edition , pp. 82
  • 6
    • 17044396134 scopus 로고    scopus 로고
    • Personal communications via e-mail
    • Koivisto, K. (2003). Personal communications via e-mail.
    • (2003)
    • Koivisto, K.1
  • 7
    • 17044407694 scopus 로고    scopus 로고
    • Design of deep mixing method of stabilization with low improvement ratio
    • Bangkok, Thailand, August
    • Miki, H. (1997). "Design of deep mixing method of stabilization with low improvement ratio." The First Seminar on Ground Improvement in Highways, Bangkok, Thailand, August, 197-204.
    • (1997) The First Seminar on Ground Improvement in Highways , pp. 197-204
    • Miki, H.1
  • 8
    • 0033924817 scopus 로고    scopus 로고
    • State of the art in deep mixing technology: Part III. Geomaterial characterization
    • Porbaha, A., Shibuya, S., and Kishida, T. (2000). "State of the art in deep mixing technology: part III. Geomaterial characterization." Ground Improvement, 3, 91-110.
    • (2000) Ground Improvement , vol.3 , pp. 91-110
    • Porbaha, A.1    Shibuya, S.2    Kishida, T.3
  • 9
    • 0037265008 scopus 로고    scopus 로고
    • The state of practice in deep mixing methods
    • L.F. Johnsen, D.A. Bruce, and M. J. Byle (eds.)
    • Terashi, M. (2003). "The state of practice in deep mixing methods." ASCE Geotechnical Special Publication No. 120, L.F. Johnsen, D.A. Bruce, and M. J. Byle (eds.), Vol. 1, 25-49.
    • (2003) ASCE Geotechnical Special Publication , vol.1 , Issue.120 , pp. 25-49
    • Terashi, M.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.