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Volumn 289, Issue , 2000, Pages 99-113

Geotechnical stability analysis by strength reduction

Author keywords

[No Author keywords available]

Indexed keywords

EXCAVATION; SAFETY FACTOR; SHEAR STRENGTH; SOILS; STABILITY; STRENGTH OF MATERIALS;

EID: 33845701986     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40512(289)8     Document Type: Conference Paper
Times cited : (24)

References (16)
  • 1
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    • 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. Géotechnique 5, 7-17.
    • (1955) Géotechnique , vol.5 , pp. 7-17
    • Bishop, A.W.1
  • 4
    • 0033378483 scopus 로고    scopus 로고
    • Slope stability analysis with FLAC
    • Detournay, C. and Hart, R, eds, Minneapolis, September, Balkema, pp
    • Dawson, E.M. and Roth, W.H. (1999), Slope stability analysis with FLAC, Proceedings, FLAC and Numerical Modeling in Geomechanics, Detournay, C. and Hart, R. (eds.) Minneapolis, September 1999, Balkema, pp. 3-9.
    • (1999) Proceedings, FLAC and Numerical Modeling in Geomechanics , pp. 3-9
    • Dawson, E.M.1    Roth, W.H.2
  • 5
    • 0033384489 scopus 로고    scopus 로고
    • Slope stability Analysis by strength reduction
    • Dawson, E.M., Roth, W.H. & Drescher, A. (1999). Slope stability Analysis by strength reduction. Géotechnique 49, No. 6, 835-840.
    • (1999) Géotechnique , vol.49 , Issue.6 , pp. 835-840
    • Dawson, E.M.1    Roth, W.H.2    Drescher, A.3
  • 7
    • 0343570941 scopus 로고
    • Application of the nodal displacement method to slope stability analysis
    • Sydney, Australia
    • Donald, I.B. & Giam, S.K. (1988). Application of the nodal displacement method to slope stability analysis. Proc. Fifth Australia-New Zealand Conf. on Geomech., Sydney, Australia, 456-460.
    • (1988) Proc. Fifth Australia-New Zealand Conf. on Geomech , pp. 456-460
    • Donald, I.B.1    Giam, S.K.2
  • 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. J. Geotech. Engng. Div. Am. Soc. Civ. Engrs. 122, No. 7, 577-596.
    • (1996) J. Geotech. Engng. Div. Am. Soc. Civ. Engrs , vol.122 , Issue.7 , pp. 577-596
    • Duncan, J.M.1
  • 9
    • 58749106730 scopus 로고    scopus 로고
    • Itasca Consulting Group 1995, FLAC, Fast Lagrangian Analysis of Continua, Version 3.3. Itasca Consulting Group, Minneapolis, Minnesota, USA
    • Itasca Consulting Group (1995). FLAC, Fast Lagrangian Analysis of Continua, Version 3.3. Itasca Consulting Group, Minneapolis, Minnesota, USA.
  • 10
    • 0026836190 scopus 로고
    • Finite element slope stability analysis by shear strength reduction technique
    • Matsui, T. & San, K.C. (1992). Finite element slope stability analysis by shear strength reduction technique. Soils and Found. 32, No. 1, 59-70.
    • (1992) Soils and Found , vol.32 , Issue.1 , pp. 59-70
    • Matsui, T.1    San, K.C.2
  • 13
    • 58749090144 scopus 로고    scopus 로고
    • Plaxis Version 7.1 User's Manual
    • Delft, The Netherlands
    • Plaxis BV (1998) Plaxis Version 7.1 User's Manual. Plaxis BV, Delft, The Netherlands.
    • (1998) Plaxis BV
    • Plaxis, B.V.1
  • 14
    • 0001684369 scopus 로고
    • A method of calculation of total factor of safety of slopes by elasto-plastic FEM
    • in Japanese
    • Ugai, K. (1989). A method of calculation of total factor of safety of slopes by elasto-plastic FEM. Soils and Foundations 29, No. 2, 190-195 (in Japanese).
    • (1989) Soils and Foundations , vol.29 , Issue.2 , pp. 190-195
    • Ugai, K.1
  • 15
    • 0029482321 scopus 로고
    • Three-dimensional limit equilibrium and finite element analyses: A comparison of results
    • Ugai, K. & Leshchinsky, D. (1995). Three-dimensional limit equilibrium and finite element analyses: a comparison of results, Soils and Foundations 35, No. 4, 1-7.
    • (1995) Soils and Foundations , vol.35 , Issue.4 , pp. 1-7
    • Ugai, K.1    Leshchinsky, D.2
  • 16
    • 0016648696 scopus 로고
    • Associated and non-associated visco-plasticity and plasticity in soil mechanics
    • Zienkiewicz, O.C., Humpheson, C. & Lewis, R.W. (1975). Associated and non-associated visco-plasticity and plasticity in soil mechanics. Géotechnique 25, No. 4, 671-689.
    • (1975) Géotechnique , vol.25 , Issue.4 , pp. 671-689
    • Zienkiewicz, O.C.1    Humpheson, C.2    Lewis, R.W.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.