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Volumn 23, Issue 3, 2005, Pages 273-296

Optimum design of nailed soil slopes

Author keywords

Critical shear surface; Factor of safety; Limit equilibrium method; Nails; Non linear programming; Optimum design; Slopes

Indexed keywords

ACCIDENT PREVENTION; COMPUTER AIDED DESIGN; FAILURE (MECHANICAL); MATHEMATICAL MODELS; NONLINEAR PROGRAMMING; TENSILE TESTING;

EID: 17844404000     PISSN: 09603182     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10706-004-2146-7     Document Type: Article
Times cited : (45)

References (19)
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  • 5
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    • RC Hirchfield and SJ Poulos (eds.) Casagrande Volume Wiley New York
    • N Janbu 1973 Slope stability computation In: RC Hirchfield and SJ Poulos (eds.) Embankment Dam Engineering, Casagrande Volume Wiley New York 47-89
    • (1973) Embankment Dam Engineering , pp. 47-89
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  • 7
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    • Strain compatibility design method for reinforced earth walls
    • I Juran and CL Chen 1989 Strain compatibility design method for reinforced earth walls J. Geotech. Engg., ASCE 115 4 435-455
    • (1989) J. Geotech. Engg. ASCE , vol.115 , Issue.4 , pp. 435-455
    • Juran, I.1    Chen, C.L.2
  • 9
    • 0025240955 scopus 로고
    • Kinematical limit analysis approach for the design of soil-nailed structures
    • I Juran B George F Khalid V Elias 1990n Kinematical limit analysis approach for the design of soil-nailed structures J. Geotech. Eng., ASCE 116 1 54-71
    • (1990) J. Geotech. Eng. ASCE , vol.116 , Issue.1 , pp. 54-71
    • Juran, I.1    George, B.2    Khalid, F.3    Elias, V.4
  • 10
    • 0029454052 scopus 로고
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    • GTJODJ
    • DS KIm I Juran R Nasimov D Sergey 1985 Model study on the failure mechanism of soil-nailed structures under surcharge loading Geotech. Testing J., GTJODJ 18 4 421-430
    • (1985) Geotech. Testing J. , vol.18 , Issue.4 , pp. 421-430
    • Kim, D.S.1    Juran, I.2    Nasimov, R.3    Sergey, D.4
  • 12
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    • A strain based design method for the collapse limit state of reinforced soil walls or slopes
    • Lo and DW Xu 1992 A strain based design method for the collapse limit state of reinforced soil walls or slopes Cana. Geotech. J. 29 832-842
    • (1992) Cana. Geotech. J. , vol.29 , pp. 832-842
    • Lo1    Xu, D.W.2
  • 13
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    • RY Liang YX Feng and SJ Vitton 1998 Analytical study of active and passive ground anchors Soils Found. 38 3 13-26
    • (1998) Soils Found. , vol.38 , Issue.3 , pp. 13-26
    • Liang, R.Y.1    Feng, Y.X.2    Vitton, S.J.3
  • 14
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    • Reinforcement of earth slopes and embankments
    • Transportation Research Board No. 290
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    • (1987) , pp. 5-323
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  • 17
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    • Powell, G.E.1    Watkins, A.T.2
  • 18
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    • A Generalized procedure for the procedure for the optimum design of nailed soil slopes
    • N Sabahit PK Basudhar and MR Madhav 1995 A Generalized procedure for the procedure for the optimum design of nailed soil slopes Int. J. Numer. Anal. Method Geomech 19 437-452
    • (1995) Int. J. Numer. Anal. Method Geomech. , vol.19 , pp. 437-452
    • Sabahit, N.1    Basudhar, P.K.2    Madhav, M.R.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.