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Volumn 38, Issue 3, 1998, Pages 27-39

Displacement-based stability analysis for anchor reinforced slope

Author keywords

Anchorage; Displacement; Reinforcement; Slope; Slope stability (IGC: E6)

Indexed keywords


EID: 10944241009     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.38.3_27     Document Type: Article
Times cited : (3)

References (15)
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  • 4
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    • ASCE
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  • 5
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    • ASCE
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    • Leshchinsky, D.1
  • 7
    • 17844401122 scopus 로고    scopus 로고
    • Analytical study of active and passive ground anchors
    • Liang, Y. R., Feng, Y. X. and Vitton, S. J. (1998): "Analytical study of active and passive ground anchors," Soils and Foundations, Vol. 38, No. 3, pp. 13-26.
    • (1998) Soils and Foundations , vol.38 , Issue.3 , pp. 13-26
    • Liang, Y.R.1    Feng, Y.X.2    Vitton, S.J.3
  • 8
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    • Reinforcement of earth slopes and embankments
    • U.S. Dept. of Transp., National Research Council, Washington, D.C.
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    • Mitchell, J.K.1
  • 10
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    • Schlosser, F.1
  • 11
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    • French research program: CLOUTERRE on soil nailing
    • Schlosser, F. (1992): "French research program: CLOUTERRE on soil nailing," ASCE, Geotech. Special Publication, Vol. 30, No. 2, pp. 739-751.
    • (1992) ASCE, Geotech. Special Publication , vol.30 , Issue.2 , pp. 739-751
    • Schlosser, F.1
  • 13
    • 0024717870 scopus 로고
    • Deformation characteristic of reinforced sand in direct shear
    • ASCE
    • Shewbridge, S. E. and Sitar, N. (1989): "Deformation characteristic of reinforced sand in direct shear," J. Geotech. Engrg., ASCE Vol. 115, No. 8, pp. 1134-1147.
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    • Shewbridge, S.E.1    Sitar, N.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.