메뉴 건너뛰기




Volumn 22, Issue 1-2, 2004, Pages 75-99

Innovations and performances of PVD and dual function geosynthetic applications

Author keywords

Dual function geosynthetic; Electro conductive PVD; Groundwater recharge; Prefabricated vertical drain; Staged preloading; Vacuum assisted preloading

Indexed keywords

AIRPORTS; DRAINAGE; EMBANKMENTS; GEOMEMBRANES; GROUNDWATER; INSTALLATION;

EID: 0942269642     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-1144(03)00053-0     Document Type: Article
Times cited : (32)

References (32)
  • 1
    • 0001073416 scopus 로고
    • Obsevational procedure for settlement prediction
    • Asaoka, A., 1978. Obsevational procedure for settlement prediction. Soils and Foundations 18 (4), 87-101.
    • (1978) Soils and Foundations , vol.18 , Issue.4 , pp. 87-101
    • Asaoka, A.1
  • 2
    • 0000580640 scopus 로고
    • Consolidation of fine-grained soils by drain well
    • Barron, R.A., 1948. Consolidation of fine-grained soils by drain well. Transactions of the ASCE 124, 709-739.
    • (1948) Transactions of the ASCE , vol.124 , pp. 709-739
    • Barron, R.A.1
  • 6
    • 0002059520 scopus 로고    scopus 로고
    • Compressibility and flow parameters from PVD improved soft Bangkok clay
    • Bergado, D.T., Long, P.V., Balasubramaniam, A.S., 1996. Compressibility and flow parameters from PVD improved soft Bangkok clay. Geotechnical Engineering 27 (1), 1-20.
    • (1996) Geotechnical Engineering , vol.27 , Issue.1 , pp. 1-20
    • Bergado, D.T.1    Long, P.V.2    Balasubramaniam, A.S.3
  • 7
    • 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., Balasubramaniam, A.S., 1998. PVD improvement of soft Bangkok clay with combined vacuum and reduced sand embankment preloading. Geotechnical Engineering Journal 29 (1), 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
  • 10
    • 0036009533 scopus 로고    scopus 로고
    • Prefabricated vertical drains (PVDs) in soft Bangkok clay: A case study of the New Bangkok International Airport project
    • Bergado, D.T., Balasubramaniam, A.S., Fannin, R.J., Holtz, R.D., 2002a. Prefabricated vertical drains (PVDs) in soft Bangkok clay: a case study of the New Bangkok International Airport project. Canadian Geotechnical Journal 39, 304-315.
    • (2002) Canadian Geotechnical Journal , vol.39 , pp. 304-315
    • Bergado, D.T.1    Balasubramaniam, A.S.2    Fannin, R.J.3    Holtz, R.D.4
  • 12
    • 0036997373 scopus 로고    scopus 로고
    • LEM-back analysis of geotextile reinforced embankment on soft Bangkok clay - A case study
    • Bergado, D.T., Lorenzo, G.A., Long, P.V., 2003. LEM-back analysis of geotextile reinforced embankment on soft Bangkok clay-a case study. Geosynthetic International 9 (3). 217-245.
    • (2003) Geosynthetic International , vol.9 , Issue.3 , pp. 217-245
    • Bergado, D.T.1    Lorenzo, G.A.2    Long, P.V.3
  • 15
    • 0018494466 scopus 로고
    • Consolidation of clay by band-shaped prefabricated drains
    • Hansbo, S., 1979. Consolidation of clay by band-shaped prefabricated drains. Ground Engineering 12 (5). 16-25.
    • (1979) Ground Engineering , vol.12 , Issue.5 , pp. 16-25
    • Hansbo, S.1
  • 24
    • 0026143052 scopus 로고
    • Stability evaluation during staged construction
    • ASCE
    • Ladd, C.C., 1991. Stability evaluation during staged construction. Journal of Geotechnical Engineering, ASCE 117 (4), 541-615.
    • (1991) Journal of Geotechnical Engineering , vol.117 , Issue.4 , pp. 541-615
    • Ladd, C.C.1
  • 30
    • 0008561070 scopus 로고
    • Prefabricated vertical drains
    • FHWA/RD-86/168, Federal Highway Administration, Virginia
    • Rixner, J.J., Kraemer, S.R., Smith, A.D., 1986. Prefabricated vertical drains. Engineering Guidelines, Vol. 1. FHWA/RD-86/168, Federal Highway Administration, Virginia, 107pp.
    • (1986) Engineering Guidelines , vol.1 , pp. 107
    • Rixner, J.J.1    Kraemer, S.R.2    Smith, A.D.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.