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Volumn 16, Issue 3, 2009, Pages 116-126

Numerical modeling of geosynthetic-encased stone column-reinforced ground

Author keywords

Consolidation; Finite element method; Geosynthetics; Membrane effect; Stone column

Indexed keywords

3D MODELING; CONSOLIDATION; EMBANKMENTS; GEOSYNTHETIC MATERIALS; REINFORCEMENT;

EID: 67650917938     PISSN: 10726349     EISSN: 10726349     Source Type: Journal    
DOI: 10.1680/gein.2009.16.3.116     Document Type: Article
Times cited : (129)

References (18)
  • 1
    • 0009643647 scopus 로고    scopus 로고
    • Abaqus Inc, version 6.7. Abaqus, Inc, Pawtucket, Providence, RI, USA
    • Abaqus Inc. (2006). ABAQUS User's Manual, version 6.7. Abaqus, Inc., Pawtucket, Providence, RI, USA.
    • (2006) ABAQUS User's Manual
  • 2
    • 34249951246 scopus 로고    scopus 로고
    • Behaviour of geogrid-reinforced load transfer platforms for embankment on rammed aggregate piers
    • Abdullah, C. H. & Edil, T. B. (2007). Behaviour of geogrid-reinforced load transfer platforms for embankment on rammed aggregate piers. Geosynthetics International, 14, No. 3, 141-153.
    • (2007) Geosynthetics International , vol.14 , Issue.3 , pp. 141-153
    • Abdullah, C.H.1    Edil, T.B.2
  • 3
    • 17044378129 scopus 로고    scopus 로고
    • Geotextile encased columns (GEC): Load capacity, geotextile selection and pre-design graphs
    • Austin, Texas, USA, ASCE, Reston, VA, USA, Geotechnical Special Publication, pp
    • Alexiew, D., Brokemper, D. & Lothspeich, S. (2005). Geotextile encased columns (GEC): load capacity, geotextile selection and pre-design graphs. Proceedings of the Geo-Frontiers Conference, Austin, Texas, USA, ASCE, Reston, VA, USA, Geotechnical Special Publication, pp. 497-510.
    • (2005) Proceedings of the Geo-Frontiers Conference , pp. 497-510
    • Alexiew, D.1    Brokemper, D.2    Lothspeich, S.3
  • 4
    • 0004022418 scopus 로고
    • Design and Construction of Stone Columns
    • Report No. FHWA/RD-83/026, Office of Engineering and Highway Operations Research and Development, Federal Highway Administration, Washington, DC, USA
    • Barksdale, R. D. & Bachus, R. C. (1983). Design and Construction of Stone Columns. Report No. FHWA/RD-83/026, Office of Engineering and Highway Operations Research and Development, Federal Highway Administration, Washington, DC, USA.
    • (1983)
    • Barksdale, R.D.1    Bachus, R.C.2
  • 6
    • 0036151011 scopus 로고    scopus 로고
    • Numerical analysis of geosyntheticreinforced and pile-supported earth platforms over soft soil
    • Han, J. & Gabr, M. A. (2002). Numerical analysis of geosyntheticreinforced and pile-supported earth platforms over soft soil. Journal of Geotechnical and Geoenvironmental Engineering, 128, No. 1, 44-53.
    • (2002) Journal of Geotechnical and Geoenvironmental Engineering , vol.128 , Issue.1 , pp. 44-53
    • Han, J.1    Gabr, M.A.2
  • 8
    • 67650802535 scopus 로고    scopus 로고
    • Madhav, M. R. (2006). Engineering of ground by stone columns/granular piles. Proceedings, ATC- Workshop on Stone Column in Soft Deposits, Busan, Korea, Korean Geotechnical Society, pp. 1-17.
    • Madhav, M. R. (2006). Engineering of ground by stone columns/granular piles. Proceedings, ATC- Workshop on Stone Column in Soft Deposits, Busan, Korea, Korean Geotechnical Society, pp. 1-17.
  • 9
    • 33750290156 scopus 로고    scopus 로고
    • Geosynthetic-encased stone columns: Numerical evaluation
    • Murugesan, S. & Rajagopal, K. (2006). Geosynthetic-encased stone columns: Numerical evaluation. Geotextiles and Geomembranes, 24, No. 6, 349-358.
    • (2006) Geotextiles and Geomembranes , vol.24 , Issue.6 , pp. 349-358
    • Murugesan, S.1    Rajagopal, K.2
  • 10
    • 44649203325 scopus 로고    scopus 로고
    • Model tests on geosyntheticencased stone columns
    • Murugesan, S. & Rajagopal, K. (2007). Model tests on geosyntheticencased stone columns. Geosynthetics International, 14, No. 6, 346-354.
    • (2007) Geosynthetics International , vol.14 , Issue.6 , pp. 346-354
    • Murugesan, S.1    Rajagopal, K.2
  • 11
    • 17044418961 scopus 로고    scopus 로고
    • Calculation models for dam foundations with geotextile-coated sand columns
    • Melbourne, Technomic Publishing, Lancaster, PA, USA, p
    • Raithel, M. & Kempfert, H. G. (2000). Calculation models for dam foundations with geotextile-coated sand columns. Proceedings of GeoEngineering 2000, Melbourne, Technomic Publishing, Lancaster, PA, USA, p. 347.
    • (2000) Proceedings of GeoEngineering 2000 , pp. 347
    • Raithel, M.1    Kempfert, H.G.2
  • 12
    • 33947372511 scopus 로고    scopus 로고
    • Axisymmetric numerical modeling of a unit cell in geosynthetic-reinforced, column-supported embankments
    • Smith, M. & Filz, G. (2007). Axisymmetric numerical modeling of a unit cell in geosynthetic-reinforced, column-supported embankments. Geosynthetics International, 14, No. 1, 13-22.
    • (2007) Geosynthetics International , vol.14 , Issue.1 , pp. 13-22
    • Smith, M.1    Filz, G.2
  • 14
    • 13244283463 scopus 로고    scopus 로고
    • Interaction between tunneling and groundwater-numerical investigation using three dimensional stress-pore pressure coupled analysis
    • Yoo, C. (2005). Interaction between tunneling and groundwater-numerical investigation using three dimensional stress-pore pressure coupled analysis. Journal of Geotechnical and Geoenvironmental Engineering, 131, No. 2, 240-250.
    • (2005) Journal of Geotechnical and Geoenvironmental Engineering , vol.131 , Issue.2 , pp. 240-250
    • Yoo, C.1
  • 15
    • 33947355782 scopus 로고    scopus 로고
    • Effect of foundation yielding on performance of two-tier geosynthetic-reinforced segmental retaining walls: A numerical investigation
    • Yoo, C. & Song, A. R. (2006). Effect of foundation yielding on performance of two-tier geosynthetic-reinforced segmental retaining walls: a numerical investigation. Geosynthetics International, 13, No. 5, 181-194.
    • (2006) Geosynthetics International , vol.13 , Issue.5 , pp. 181-194
    • Yoo, C.1    Song, A.R.2
  • 16
    • 33751093758 scopus 로고    scopus 로고
    • Case history of geosynthetics reinforced segmental retaining wall failure
    • Yoo, C. & Jung, H. Y. (2007). Case history of geosynthetics reinforced segmental retaining wall failure. Journal of Geotechnical and Geoenvironmental Engineering, 132, No. 12, 1538-1548.
    • (2007) Journal of Geotechnical and Geoenvironmental Engineering , vol.132 , Issue.12 , pp. 1538-1548
    • Yoo, C.1    Jung, H.Y.2
  • 17
    • 56049106123 scopus 로고    scopus 로고
    • Performance of a two-tier geosynthetic reinforced segmental retaining wall under a surcharge load: Fullscale load test and 3D finite element analysis
    • Yoo, C. & Kim, S. B. (2008). Performance of a two-tier geosynthetic reinforced segmental retaining wall under a surcharge load: Fullscale load test and 3D finite element analysis. Geotextiles and Geomembranes, 26, No. 6, 460-472.
    • (2008) Geotextiles and Geomembranes , vol.26 , Issue.6 , pp. 460-472
    • Yoo, C.1    Kim, S.B.2
  • 18
    • 67650786482 scopus 로고    scopus 로고
    • Finite element modeling of geogrid-encased stone column in soft ground
    • Yoo, C. Song, A. R., Kim, S. B. & Lee, D. Y. (2007). Finite element modeling of geogrid-encased stone column in soft ground. Journal of Korean Geotechnical Society, KGS, 23, No. 10, 133-150.
    • (2007) Journal of Korean Geotechnical Society, KGS , vol.23 , Issue.10 , pp. 133-150
    • Yoo, C.1    Song, A.R.2    Kim, S.B.3    Lee, D.Y.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.