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Volumn 129, Issue 2, 2003, Pages 117-124

Simplified trial wedge method for soil nailed wall analysis

Author keywords

Earth reinforcement; Field tests; Lateral stability; Limit analysis; Retaining walls; Soil nailing; Stability analysis

Indexed keywords

COMPUTER SOFTWARE; QUAY WALLS; SLOPE STABILITY; STRUCTURAL DESIGN; SURFACES;

EID: 0037321240     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2003)129:2(117)     Document Type: Article
Times cited : (46)

References (11)
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    • (1996) FHWA Rep. No. FHWA-SA-96-069 , vol.468
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    • Analysis for soil reinforcement with bending stiffness
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    • Jewell, R.A.1    Pedley, M.J.2
  • 6
    • 0025240955 scopus 로고
    • Kinematical limit analysis for design of soil-nailed structures
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    • (1990) J. Geotech. Eng. , vol.116 , Issue.1 , pp. 54-72
    • Juran, I.1    Baudrand, G.2    Farrag, K.3    Elias, V.4
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    • Oral, T., and Sheahan, T. C. (1998). "The use of soil nails in soft clays." Design and construction of earth retaining systems. R. J. Finno, Y. Hashash, C. L. Ho, and B. P. Sweeney, eds., Geotechnical Special Publication No. 83, ASCE, Reston, Va., 26-40.
    • (1998) Design and Construction of Earth Retaining Systems , pp. 26-40
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  • 8
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    • French national research project on soil nailing: Clouterre
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  • 9
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    • Sheahan, T. C. (2000). "A field study of soil nails in clay at the University of Massachusetts-Amhurst National Geotechnical Experimentation Site," National geotechnical experimentation sites, J. Benoît and A. J. Lutenegger, eds., Geotechnical Special Publication No. 93, ASCE, Reston, Va., 250-263.
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.