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Volumn 6, Issue 1, 2006, Pages 30-35

Experimental and theoretical investigations on geocell-supported embankments

Author keywords

Design; Embankment; Geogrids; Model tests; Reinforcement; Slope stability

Indexed keywords

DEFORMATION; FOUNDATIONS; GEOSYNTHETIC MATERIALS; MATHEMATICAL MODELS; REINFORCEMENT; SLOPE STABILITY; STIFFNESS; STRAIN;

EID: 31044443443     PISSN: 15323641     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1532-3641(2006)6:1(30)     Document Type: Article
Times cited : (123)

References (12)
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    • Bathurst, R.J.1    Jarrett, P.M.2    Bathurst, R.J.3    Jarrett, P.M.4
  • 2
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  • 3
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    • Bathurst, R. J., and Knight, M. A. (1998). "Analysis of geocell reinforced soil covers over large span conduits." Comput. Geotech. ZZZZZZ 0266-3524, 22, 205-219.
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    • Bathurst, R.J.1    Knight, M.A.2
  • 4
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    • Bush, D. I., Jenner, C. G., and Bassett, R. H. (1990). "The design and construction of geocell foundation mattress supporting embankments over soft ground." Geotext. Geomembr. ZZZZZZ 0266-1144, 9, 83-98.
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    • Bush, D.I.1    Jenner, C.G.2    Bassett, R.H.3
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    • Cowland, J. W., and Wong, S. C. K. (1993). "Performance of a road embankment on soft clay supported on a geocell mattress foundation." Geotext. Geomembr. ZZZZZZ 0266-1144, 12, 687-705.
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  • 6
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  • 8
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  • 9
    • 0042364629 scopus 로고
    • "The use of slip line fields to assess the improvement in bearing capacity of soft ground given by a cellular foundation mattress installed at the base of an embankment"
    • Balkema, Rotterdam
    • Jenner, C. G., Bush, D. I., and Bassett, R. H. (1988). "The use of slip line fields to assess the improvement in bearing capacity of soft ground given by a cellular foundation mattress installed at the base of an embankment." Proc., Int. Geotech. Symp. Theory and Practice of Earth Reinforcement, Balkema, Rotterdam, 209-214.
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  • 10
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  • 11
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  • 12
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.