메뉴 건너뛰기




Volumn 54, Issue 8, 2004, Pages 543-549

Seismic and static stability analysis for rock slopes by a kinematical approach

Author keywords

[No Author keywords available]

Indexed keywords

KINEMATICS; ROCK MECHANICS; SEISMICITY; SLOPE STABILITY;

EID: 7744234637     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2004.54.8.543     Document Type: Article
Times cited : (130)

References (21)
  • 1
    • 0023487602 scopus 로고
    • Shear strength and stress-strain behaviour of Athabasca oil sand at elevated temperatures and pressure
    • Agar, J. G., Morgenstern, N. R. & Scott, J. (1985). Shear strength and stress-strain behaviour of Athabasca oil sand at elevated temperatures and pressure. Can. Geotech. J. 24, 1-10.
    • (1985) Can. Geotech. J. , vol.24 , pp. 1-10
    • Agar, J.G.1    Morgenstern, N.R.2    Scott, J.3
  • 2
    • 2342583396 scopus 로고    scopus 로고
    • Nonlinear Mohr envelopes based on triaxial data
    • ASCE
    • Baker, R. (2004). Nonlinear Mohr envelopes based on triaxial data. J. Geotech. Geoenviron. Engng, ASCE 130, No. 5, 498-506.
    • (2004) J. Geotech. Geoenviron. Engng , vol.130 , Issue.5 , pp. 498-506
    • Baker, R.1
  • 3
    • 0000337320 scopus 로고
    • Seismic bearing capacity of soils
    • Budhu, M. & Al-Karni, A. (1993). Seismic bearing capacity of soils. Géotechnique 43, No. 2, 181-187.
    • (1993) Géotechnique , vol.43 , Issue.2 , pp. 181-187
    • Budhu, M.1    Al-Karni, A.2
  • 7
    • 0011241922 scopus 로고
    • A study of the behaviour of broken rock under triaxial compression and its application to mine roadways
    • Hobbs, D. (1966). A study of the behaviour of broken rock under triaxial compression and its application to mine roadways. Int. J. Rock Mech. Min. Sci. 3, No. 1, 11-43.
    • (1966) Int. J. Rock Mech. Min. Sci. , vol.3 , Issue.1 , pp. 11-43
    • Hobbs, D.1
  • 8
    • 0025447850 scopus 로고
    • Estimating Mohr-Coulomb friction and cohesion values from the Hoek-Brown failure criterion
    • Hoek, E. (1990). Estimating Mohr-Coulomb friction and cohesion values from the Hoek-Brown failure criterion. Int. J. Rock Mech. Sci. 27, No. 3, 227-229.
    • (1990) Int. J. Rock Mech. Sci. , vol.27 , Issue.3 , pp. 227-229
    • Hoek, E.1
  • 9
    • 0031432421 scopus 로고    scopus 로고
    • Practical estimate the rock mass strength
    • Hoek, E. & Brown, E. T. (1997). Practical estimate the rock mass strength. Int. J. Rock Mech. Sci. 34, No 8, 1165-1186.
    • (1997) Int. J. Rock Mech. Sci. , vol.34 , Issue.8 , pp. 1165-1186
    • Hoek, E.1    Brown, E.T.2
  • 12
    • 0032120117 scopus 로고    scopus 로고
    • Failure design of jointed rock structure by means of a homogenization approach
    • Maghous, S., Buhan, P. & Bekaert, A. (1998). Failure design of jointed rock structure by means of a homogenization approach. Mechanics of Cohesive-Frictional Materials 3, 207-228.
    • (1998) Mechanics of Cohesive-Frictional Materials , vol.3 , pp. 207-228
    • Maghous, S.1    Buhan, P.2    Bekaert, A.3
  • 13
    • 0001982875 scopus 로고    scopus 로고
    • Seismic bearing capacity of shallow strip foundation on the dry soils
    • Paolucci, R. & Pecker, A. (1997). Seismic bearing capacity of shallow strip foundation on the dry soils. Soils Found. 37, No. 3, 95-105.
    • (1997) Soils Found. , vol.37 , Issue.3 , pp. 95-105
    • Paolucci, R.1    Pecker, A.2
  • 14
    • 0027333951 scopus 로고
    • Seismic bearing capacity and settlement of foundations
    • ASCE
    • Richards, R., Elms, D. & Budhu, M. (1993). Seismic bearing capacity and settlement of foundations. J. Geotech. Geoenviron. Engng, ASCE 119, No. 4, 662-674.
    • (1993) J. Geotech. Geoenviron. Engng , vol.119 , Issue.4 , pp. 662-674
    • Richards, R.1    Elms, D.2    Budhu, M.3
  • 17
    • 0343391194 scopus 로고    scopus 로고
    • Ultimate bearing capacity of rock masses based on the modified Hoek-Brown criterion
    • Serrano, A., Olalla, C. & Gonzalec, J. (2000). Ultimate bearing capacity of rock masses based on the modified Hoek-Brown criterion. Int. J. Rock Mech. Sci. & Geomech. 37, No. 6, 1013-1018.
    • (2000) Int. J. Rock Mech. Sci. and Geomech. , vol.37 , Issue.6 , pp. 1013-1018
    • Serrano, A.1    Olalla, C.2    Gonzalec, J.3
  • 18
    • 0033000216 scopus 로고    scopus 로고
    • Upper-bound solution for bearing capacity of foundations
    • ASCE
    • Soubra, A.H. (1999). Upper-bound solution for bearing capacity of foundations. J. Geotech. Geoenviron. Engng, ASCE 125, No. 1, 59-68.
    • (1999) J. Geotech. Geoenviron. Engng , vol.125 , Issue.1 , pp. 59-68
    • Soubra, A.H.1
  • 19
    • 0034173780 scopus 로고    scopus 로고
    • Static and seismic passive earth pressure coefficients on rigid retaining structure
    • Soubra, A. H. (2000). Static and seismic passive earth pressure coefficients on rigid retaining structure. Can. Geotech. J. 37 463-478.
    • (2000) Can. Geotech. J. , vol.37 , pp. 463-478
    • Soubra, A.H.1
  • 21
    • 0023107388 scopus 로고
    • Stability analysis of slopes with general nonlinear failure criterion
    • Zhang, X. J. & Chen, W. F. (1987). Stability analysis of slopes with general nonlinear failure criterion. Int. J. Numer. Anal. Methods Geomech. 11, No. 1, 33-50.
    • (1987) Int. J. Numer. Anal. Methods Geomech. , vol.11 , Issue.1 , pp. 33-50
    • Zhang, X.J.1    Chen, W.F.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.