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Volumn , Issue , 2005, Pages

Geosynthetic support systems over pile foundations

Author keywords

[No Author keywords available]

Indexed keywords

COLUMN SYSTEMS; GEOSYNTHETIC SUPPORT SYSTEMS; GEOSYNTHETICS; RESEARCH ACTIVITIES; SOFT FOUNDATION;

EID: 84892918685     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40782(161)7     Document Type: Conference Paper
Times cited : (7)

References (19)
  • 4
    • 17044422335 scopus 로고    scopus 로고
    • Column-supported embankment solves time constraint for new road construction
    • Accepted for publication at Austin, Texas, 2005
    • Collin, J.G., Watson, C.H., and Han, J. (2005). "Column-supported embankment solves time constraint for new road construction." Accepted for publication at GeoFrontiers, Austin, Texas, 2005.
    • (2005) GeoFrontiers
    • Collin, J.G.1    Watson, C.H.2    Han, J.3
  • 6
  • 7
    • 0003000620 scopus 로고    scopus 로고
    • Design and construction of embankments on geosynthetic reinforced platforms supported by piles
    • Central Pennsylvania Section, ASCE and Pennsylvania Department of Transportation, Hershey, PA
    • Han, J. (1999). "Design and construction of embankments on geosynthetic reinforced platforms supported by piles." Proceedings of 1999 ASCE/PaDOT Geotechnical Seminar, Central Pennsylvania Section, ASCE and Pennsylvania Department of Transportation, Hershey, PA, 66-84.
    • (1999) Proceedings of 1999 ASCE/PaDOT Geotechnical Seminar , pp. 66-84
    • Han, J.1
  • 9
  • 10
    • 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
  • 14
    • 0041503419 scopus 로고
    • The theory of loads on pipes in ditches and tests of cement and clay drain tile and sewer pipe
    • Ames, Iowa
    • Marston, A. and Anderson, A.O. (1913). "The theory of loads on pipes in ditches and tests of cement and clay drain tile and sewer pipe." Bulletin No. 31, Iowa Engineering Experiment Station, Ames, Iowa.
    • (1913) Bulletin No. 31, Iowa Engineering Experiment Station
    • Marston, A.1    Anderson, A.O.2
  • 15
    • 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
  • 16
    • 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
  • 17
    • 84892942697 scopus 로고
    • A new, empirically based, arching theory and method for the design loading of a geogrid supporting overburden and spanning a void
    • October
    • Schmertmann, J.H. (1991). "A new, empirically based, arching theory and method for the design loading of a geogrid supporting overburden and spanning a void." Schmertmann & Crapps, Inc., October.
    • (1991) Schmertmann & Crapps, Inc.
    • Schmertmann, J.H.1
  • 18
    • 17044414653 scopus 로고    scopus 로고
    • Analysis of a column supported test embankment at the I-95/route 1 interchange
    • Los Angles, CA, July
    • Stewart, M.E., Navin, M.P., and Filz, G.M. (2004). "Analysis of a column supported test embankment at the I-95/Route 1 interchange." Proceedings of Geo-Trans 2004 Conference, Los Angles, CA, July.
    • (2004) Proceedings of Geo-Trans 2004 Conference
    • Stewart, M.E.1    Navin, M.P.2    Filz, G.M.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.