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Volumn 300, Issue , 2000, Pages 456-466

Performance of SRW supported by geogrids and jet grout columns

Author keywords

[No Author keywords available]

Indexed keywords

CLAY MINERALS; GROUTING; MORTAR; SEALING (CLOSING); SOILS;

EID: 0001951314     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40486(300)31     Document Type: Conference Paper
Times cited : (14)

References (11)
  • 2
    • 58749100076 scopus 로고    scopus 로고
    • BS8006 1995, Code of Practice for Strengthened/Reinforced Soils and Other Fills. British Standard Institution, 162p
    • BS8006 (1995). Code of Practice for Strengthened/Reinforced Soils and Other Fills. British Standard Institution, 162p.
  • 3
    • 0343643989 scopus 로고
    • Permanent geogrid reinforced soil retaining walls - US experience
    • Recent Case Histories of Permanent Geosynthetic-Reinforced Soil Retaining and, eds, Balkema, Rotterdam
    • Collin, J.G. and Berg, R.R. (1992). "Permanent geogrid reinforced soil retaining walls - US experience." Proceedings of Seiken Symposium No. 11 - Recent Case Histories of Permanent Geosynthetic-Reinforced Soil Retaining Walls, Tatsuoka and Leshchinsky (eds), Balkema, Rotterdam, 61-68.
    • (1992) Proceedings of Seiken Symposium No. 11 , pp. 61-68
    • Collin, J.G.1    Berg, R.R.2
  • 4
    • 0012665302 scopus 로고    scopus 로고
    • FHWA Demonstration Project 82 Reinforced Soil Structures MSEW and RSS, Publication No. FHWA-SA-96-071, U.S. Department of Transportation, Federal Highway Administration, 371p
    • FHWA Demonstration Project 82 Reinforced Soil Structures MSEW and RSS, Mechanically Stabilized Earth Walls and Reinforced Soil Slopes Design and Construction Guidelines, Publication No. FHWA-SA-96-071, U.S. Department of Transportation, Federal Highway Administration, 371p.
    • Mechanically Stabilized Earth Walls and Reinforced Soil Slopes Design and Construction Guidelines
  • 6
    • 58749112297 scopus 로고    scopus 로고
    • Han, J. (1999). Design and construction of embankments on geosynthetic reinforced platforms supported by piles. Proceedings of 1999 ASCE/PaDOT Geotechnical Seminar: Emerging Technologies in Geotechnical Engineering, Hershey, PA, USA, April 14-16.
    • Han, J. (1999). "Design and construction of embankments on geosynthetic reinforced platforms supported by piles." Proceedings of 1999 ASCE/PaDOT Geotechnical Seminar: Emerging Technologies in Geotechnical Engineering, Hershey, PA, USA, April 14-16.
  • 7
    • 58749093515 scopus 로고    scopus 로고
    • Han, J. and Wayne, M.H. (2000). Pile-soil-geosynthetic interactions in geosynthetic reinforced platform/piled embankments over soft soil. Accepted for presentation at the Transportation Research Board 79 Annual Meeting.
    • Han, J. and Wayne, M.H. (2000). "Pile-soil-geosynthetic interactions in geosynthetic reinforced platform/piled embankments over soft soil." Accepted for presentation at the Transportation Research Board 79 Annual Meeting.
  • 8
    • 0023996646 scopus 로고
    • Analysis of piled embankments
    • Hewlett, W.J. and Randolph, M.F. (1988). "Analysis of piled embankments." Ground Engineering, 21(3), 12-18.
    • (1988) Ground Engineering , vol.21 , Issue.3 , pp. 12-18
    • Hewlett, W.J.1    Randolph, M.F.2
  • 9
    • 58749110067 scopus 로고    scopus 로고
    • Muros de Contenção de Solo Reforçado com Geogrelhas e Paramento de Blocos Prefabricados
    • Rio de Janeiro, Brazil, October
    • Reccius, G. (1999). "Muros de Contenção de Solo Reforçado com Geogrelhas e Paramento de Blocos Prefabricados." To be published at Geosinteticos'99, Rio de Janeiro, Brazil, October 99.
    • (1999) To be published at Geosinteticos'99
    • Reccius, G.1
  • 10
    • 0031471259 scopus 로고    scopus 로고
    • An assessment of design methods for piled embankments
    • November
    • Russell, D. and Pierpoint, N. (1997). "An assessment of design methods for piled embankments." Ground Engineering, November, 39-44.
    • (1997) Ground Engineering , pp. 39-44
    • Russell, D.1    Pierpoint, N.2
  • 11
    • 0343208416 scopus 로고    scopus 로고
    • Geosynthetic reinforced and geocomposite drained retaining walls utilizing low permeability backfill soils
    • Geosynthetic Research Institute, 120p
    • Soong, T.Y and Koerner, R.M. (1999). "Geosynthetic reinforced and geocomposite drained retaining walls utilizing low permeability backfill soils." Geosynthetic Research Institute, GRI Report 24, 120p.
    • (1999) GRI Report , vol.24
    • Soong, T.Y.1    Koerner, R.M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.