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Volumn 31, Issue 2, 2000, Pages 109-125

Numerical modeling of prefabricated vertical drain

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EID: 7044286544     PISSN: 00465828     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (17)

References (18)
  • 1
    • 0000580640 scopus 로고
    • Consolidation of fine grained soils by vertical drains wells, Transaction
    • BARRON, R.A. (1948). Consolidation of fine grained soils by vertical drains wells, Transaction. American Society of Civil Engineers (ASCE), Vol. 124.
    • (1948) American Society of Civil Engineers (ASCE) , vol.124
    • Barron, R.A.1
  • 4
    • 7044260204 scopus 로고
    • Numerical analysis of embankment on subsiding ground improved by vertical drains
    • BERGADO, D.T. and LONG, P.V. (1993). Numerical analysis of embankment on subsiding ground improved by vertical drains. Geotechnical Engineering Bulletin, Vol. 2, No. 3, pp. 177-188.
    • (1993) Geotechnical Engineering Bulletin , vol.2 , Issue.3 , pp. 177-188
    • Bergado, D.T.1    Long, P.V.2
  • 6
    • 0006049887 scopus 로고    scopus 로고
    • PVD improvement of soft Bangkok clay with combined vacuum and reduced sand embankment preloading
    • BERGADO, D.T., CHAI, J.C., MIURA, N. and BALASUBRAMANIAM, A.S. (1998). PVD improvement of soft Bangkok clay with combined vacuum and reduced sand embankment preloading. Geotechnical Engineering Journal, Vol. 29, No. 1, pp. 95-122.
    • (1998) Geotechnical Engineering Journal , vol.29 , Issue.1 , pp. 95-122
    • Bergado, D.T.1    Chai, J.C.2    Miura, N.3    Balasubramaniam, A.S.4
  • 7
    • 0018494466 scopus 로고
    • Consolidation of clay by band-shaped prefabricated drains
    • HANSBO, S. (1979). Consolidation of clay by band-shaped prefabricated drains. Ground Eng'g., Vol. 12, No. 5, pp. 16-25.
    • (1979) Ground Eng'g. , vol.12 , Issue.5 , pp. 16-25
    • Hansbo, S.1
  • 9
    • 0002053719 scopus 로고
    • Design aspects of vertical drains and lime column installations
    • Bangkok, Thailand
    • HANSBO, S. (1987). Design aspects of vertical drains and lime column installations. Proceeding 9th Southeast Asian Geotechnical Conference, Bangkok, Thailand, Vol. 2, pp. 8-12.
    • (1987) Proceeding 9th Southeast Asian Geotechnical Conference , vol.2 , pp. 8-12
    • Hansbo, S.1
  • 10
    • 0027009041 scopus 로고
    • Finite element modeling of vertical drains beneath embankments on soft ground
    • HIRD, C.C., PYRAH, I.C. and RUSSEL, D. (1992). Finite element modeling of vertical drains beneath embankments on soft ground. Geotechnique, Vol. 42, pp. 499-511.
    • (1992) Geotechnique , vol.42 , pp. 499-511
    • Hird, C.C.1    Pyrah, I.C.2    Russel, D.3
  • 11
    • 0029519581 scopus 로고
    • Modeling the effect of vertical drains in two-dimensional finite element analyses of embankments on soft ground
    • HIRD, C.C., PYRAH, I.C., RUSSEL, D. and CINICIOGLU, F. (1995). Modeling the effect of vertical drains in two-dimensional finite element analyses of embankments on soft ground. Canadian Geotechnical Journal, Vol. 32, pp. 795-807.
    • (1995) Canadian Geotechnical Journal , vol.32 , pp. 795-807
    • Hird, C.C.1    Pyrah, I.C.2    Russel, D.3    Cinicioglu, F.4
  • 14
    • 0024072082 scopus 로고
    • Consolidation of multi layered anisotropic soils by vertical drains with well resistance
    • ONOUE, A. (1988a). Consolidation of multi layered anisotropic soils by vertical drains with well resistance. Soils and Foundations, Vol. 28, No. 3, pp. 75-90.
    • (1988) Soils and Foundations , vol.28 , Issue.3 , pp. 75-90
    • Onoue, A.1
  • 15
    • 0024135499 scopus 로고
    • Consolidation by vertical drains taking well resistance and smear into consideration
    • ONOUE, A. (1988b). Consolidation by vertical drains taking well resistance and smear into consideration. Soils and Foundations, Vol. 28, No. 4, pp. 165-174
    • (1988) Soils and Foundations , vol.28 , Issue.4 , pp. 165-174
    • Onoue, A.1
  • 17
    • 0002912599 scopus 로고
    • Consolidation of soil by vertical drain wells with finite permeability
    • YOSHIKUNI, H. and NAKANODO, H. (1974). Consolidation of soil by vertical drain wells with finite permeability. Soils and Foundations, Vol. 14, No. 2, pp. 35-46.
    • (1974) Soils and Foundations , vol.14 , Issue.2 , pp. 35-46
    • Yoshikuni, H.1    Nakanodo, H.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.