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Materials Research Innovations Volume 15, 2011 - Issue sup1
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Original Article

Effect of rock mass characteristics of high rock slope on seismic stability

H L YaoState Key Laboratory of Geomechanics and Geotechnical EngineeringInstitute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan430071, ChinaCorrespondence[email protected]
,
J LiuState Key Laboratory of Geomechanics and Geotechnical EngineeringInstitute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan430071, China
,
M L HuState Key Laboratory of Geomechanics and Geotechnical EngineeringInstitute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan430071, China
&
A L CheSchool of Naval ArchitectureOcean and Civil Engineering, Shanghai Jiaotong University, Room 2302 Haoran Building, 1954 Hushan Road, Shanghai200030, China
Pages s590-s593 | Received 20 Sep 2010, Accepted 15 Nov 2010, Published online: 12 Nov 2013

References

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  • Duncan JM: ‘State of the art: limit equilibrium and finite element analysis of slopes’, J. Geotech. Eng., 1996, 122, (7), 577–596.
  • Bishop AW: ‘The use of the slip circle in the stability analysis of slope’, Geotechnique, 1955, 5, (1), 7–17.
  • Kumsar H, Aydan O, Ulusay R: ‘Dynamic and static stability assessment of rock slopes against wedge failures’, Rock Mech. Rock Eng., 2000, 33, (1), 31–51.
  • Stark TD: ‘Performance of three‐dimensional slope stability methods in practice’, J. Geotech. Geoenviron. Eng., 1998, 124, (11), 1049–1060.
  • Wong FS: ‘Uncertainties in modeling of slope stability’, Comput. Struct., 1984, 19, 777–791.
  • Dawson EM, Roth WH, Drescher A: ‘Slope stability analysis by strength reduction’, Geotechnique, 1999, 49, (6), 835–840.
  • Matsui T, San KC: ‘Finite element slope stability analysis by shear strength reduction technique’, Soils Found., 1992, 32, (1), 43–70.
  • Ugai K: ‘A method of calculation of total factor of safety of slopes by elasto‐plastic FEM’, Soils Found., 1989, 29, (2), 35–40.

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