메뉴 건너뛰기




Volumn 28, Issue 2, 2005, Pages 231-240

Slope stability analysis using strength reduction technique

Author keywords

Limit equilibrium method; Slope stability; Strength mobilization factor; Strength reduction factor

Indexed keywords

ACCIDENT PREVENTION; ELASTIC MODULI; FAILURE (MECHANICAL); FINITE ELEMENT METHOD; MATHEMATICAL MODELS; NONLINEAR SYSTEMS; PARAMETER ESTIMATION; PLASTIC FLOW; SHEAR STRENGTH; SOILS; STRAIN; STRESSES;

EID: 15844430773     PISSN: 02533839     EISSN: 21587299     Source Type: Journal    
DOI: 10.1080/02533839.2005.9670990     Document Type: Article
Times cited : (33)

References (24)
  • 1
    • 15844400142 scopus 로고    scopus 로고
    • West Lafayette, IN, USA: School of Civil Engineering, Purdue University
    • Bandini, P., and Salgado, R., 1999. PCSTABL6 for DOS, User Manual, West Lafayette, IN, USA:School of Civil Engineering, Purdue University.
    • (1999) PCSTABL6 for DOS, User Manual
    • Bandini, P.1    Salgado, R.2
  • 2
    • 84993995958 scopus 로고
    • The Use of the Slip Circle in the Stability Analysis of Slopes
    • Bishop, A. W., 1955. “The Use of the Slip Circle in the Stability Analysis of Slopes,”. Geotechnique, 5 (1):7–17.
    • (1955) Geotechnique , vol.5 , Issue.1 , pp. 7-17
    • Bishop, A.W.1
  • 3
    • 84986758455 scopus 로고
    • Automatic Embankment Analysis: Equilibrium and Instability Conditions
    • Brown, C. B., and King, I. P., 1966. “Automatic Embankment Analysis:Equilibrium and Instability Conditions,”. Geotechnique, 16 (3):209–219.
    • (1966) Geotechnique , vol.16 , Issue.3 , pp. 209-219
    • Brown, C.B.1    King, I.P.2
  • 5
    • 0033384489 scopus 로고    scopus 로고
    • Slope Stability Analysis by Strength Reduction
    • Dawson, E. M., Roth, W. H., and Drescher, A., 1999. “Slope Stability Analysis by Strength Reduction,”. Geotechnique, 49 (6):835–840.
    • (1999) Geotechnique , vol.49 , Issue.6 , pp. 835-840
    • Dawson, E.M.1    Roth, W.H.2    Drescher, A.3
  • 6
    • 85023910502 scopus 로고    scopus 로고
    • Proceedings of 13th International Conference of Soil Mechanics and Foundation Engineering, New Delhi, India.
    • Donald, I. B., “The Extended CRISS Method for Calculating Slope Stability,”. Proceedings of 13th International Conference of Soil Mechanics and Foundation Engineering. New Delhi, India.
    • The Extended CRISS Method for Calculating Slope Stability
    • Donald, I.B.1
  • 8
    • 0001690750 scopus 로고    scopus 로고
    • State of the Art: Limit Equilibrium and Finite Element Analysis of Slopes
    • Duncan, J. M., 1996. “State of the Art:Limit Equilibrium and Finite Element Analysis of Slopes,”. Journal of Geotechnical Engineering, ASCE, 122 (7):577–596.
    • (1996) Journal of Geotechnical Engineering, ASCE , vol.122 , Issue.7 , pp. 577-596
    • Duncan, J.M.1
  • 11
    • 0032766770 scopus 로고    scopus 로고
    • Slope Stability Analysis by Finite Elements
    • Griffiths, D. V., and Lane, P. A., 1999. “Slope Stability Analysis by Finite Elements,”. Geotechnique, 49 (3):387–403.
    • (1999) Geotechnique , vol.49 , Issue.3 , pp. 387-403
    • Griffiths, D.V.1    Lane, P.A.2
  • 12
    • 0027789958 scopus 로고
    • Slope Failure Analysis Using Local Minimum Factor-of-Safety Approach
    • Huang, S. L., and Yamasaki, K., 1993. “Slope Failure Analysis Using Local Minimum Factor-of-Safety Approach,”. Journal of Geotechnical Engineering, ASCE, 119 (12):1974–1987.
    • (1993) Journal of Geotechnical Engineering, ASCE , vol.119 , Issue.12 , pp. 1974-1987
    • Huang, S.L.1    Yamasaki, K.2
  • 13
    • 0015754056 scopus 로고
    • Slope Stability Computations
    • Hirschfeld R.C., Poulos S.J., (eds), New York, USA: John Wiley and Sons
    • Janbu, N., 1973. “Slope Stability Computations,”. In Embankment-Dam Engineering, Casagrande Volume, Edited by:Hirschfeld, R. C., and Poulos, S. J., 47–86. New York, USA:John Wiley and Sons.
    • (1973) Embankment-Dam Engineering, Casagrande Volume , pp. 47-86
    • Janbu, N.1
  • 15
    • 0026836190 scopus 로고
    • Finite Element Slope Stability Analysis by Shear Strength Reduction Technique
    • Matsui, T., and San, K. C., 1992. “Finite Element Slope Stability Analysis by Shear Strength Reduction Technique,”. Soils and Foundations, 32 (1):59–70.
    • (1992) Soils and Foundations , vol.32 , Issue.1 , pp. 59-70
    • Matsui, T.1    San, K.C.2
  • 16
    • 85024165388 scopus 로고
    • The Analysis of the Stability of General Slip Surfaces
    • Morgenstern, N. R., and Price, V. E., 1965. “The Analysis of the Stability of General Slip Surfaces,”. Geotechnique, 15 (1):79–93.
    • (1965) Geotechnique , vol.15 , Issue.1 , pp. 79-93
    • Morgenstern, N.R.1    Price, V.E.2
  • 18
    • 84984638278 scopus 로고
    • A Method of Analysis of the Stability of Embankments Assuming Parallel Interslice Forces
    • Spencer, E., 1967. “A Method of Analysis of the Stability of Embankments Assuming Parallel Interslice Forces,”. Geotechnique, 17 (1):11–26.
    • (1967) Geotechnique , vol.17 , Issue.1 , pp. 11-26
    • Spencer, E.1
  • 19
    • 0001684369 scopus 로고
    • A Method of Calculation of Total Factor of Safety of Slopes by Elasto-Plastic FEM
    • Ugai, K., 1989. “A Method of Calculation of Total Factor of Safety of Slopes by Elasto-Plastic FEM,”. Soils and Foundations, 29 (2):190–195.
    • (1989) Soils and Foundations , vol.29 , Issue.2 , pp. 190-195
    • Ugai, K.1
  • 20
    • 0029482321 scopus 로고
    • Three-Dimensional Limit Equilibrium and Finite Element Analysis: A Comparison of Results
    • Ugai, K., and Leshchinsky, D., 1995. “Three-Dimensional Limit Equilibrium and Finite Element Analysis:A Comparison of Results,”. Soils and Foundations, 35 (4):1–7.
    • (1995) Soils and Foundations , vol.35 , Issue.4 , pp. 1-7
    • Ugai, K.1    Leshchinsky, D.2
  • 21
    • 0021594112 scopus 로고
    • Uncertainties in FE Modeling of Slope Stability
    • Wong, F. S., 1984. “Uncertainties in FE Modeling of Slope Stability,”. Computers and Structures, 19 (5):777–791.
    • (1984) Computers and Structures , vol.19 , Issue.5 , pp. 777-791
    • Wong, F.S.1
  • 23
    • 0016648696 scopus 로고
    • Associated and Non-Associated Visco-Plasticity and Plasticity in Soil Mechanics
    • Zienkiewicz, O. C., Humpheson, C., and Lewis, R. W., 1975. “Associated and Non-Associated Visco-Plasticity and Plasticity in Soil Mechanics,”. Geotechnique, 25 (4):671–689.
    • (1975) Geotechnique , vol.25 , Issue.4 , pp. 671-689
    • Zienkiewicz, O.C.1    Humpheson, C.2    Lewis, R.W.3
  • 24
    • 0029537855 scopus 로고
    • Search for Critical Slip Surfaces Based on Finite Element Method
    • Zou, J. Z., Williams, D. J., and Xiong, W. L., 1995. “Search for Critical Slip Surfaces Based on Finite Element Method,”. Canadian Geotechnical Journal, 32:233–246.
    • (1995) Canadian Geotechnical Journal , vol.32 , pp. 233-246
    • Zou, J.Z.1    Williams, D.J.2    Xiong, W.L.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.