1988
DOI: 10.1016/0045-7949(88)90291-x
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Numerical methods in the stability analysis of slopes

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Cited by 21 publications
(2 citation statements)
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“…As a result, different types of slopes formed by different construction procedures give the same FoS provided they are comprised of the same material and have identical geometric features (Abramson 2002). Pasternack and Gao (1988) found that a limit equilibrium analysis often yields a satisfactory FoS in terms of catastrophic failure, but unsatisfactory FoS in terms of lateral movements. In addition, time-dependent changes in hydro-mechanical processes (e.g.…”
Section: Methods Of Slope Stability Analysismentioning
confidence: 99%
“…As a result, different types of slopes formed by different construction procedures give the same FoS provided they are comprised of the same material and have identical geometric features (Abramson 2002). Pasternack and Gao (1988) found that a limit equilibrium analysis often yields a satisfactory FoS in terms of catastrophic failure, but unsatisfactory FoS in terms of lateral movements. In addition, time-dependent changes in hydro-mechanical processes (e.g.…”
Section: Methods Of Slope Stability Analysismentioning
confidence: 99%
“…Basic principle of flac is the same as Discrete Element Method [1] ,however it is applicable to solve regular region problems with a variety of materials and boundary conditions. Flac uses explicit finite difference analysis method to solve the basic equation of motion.…”
Section: Introductionmentioning
confidence: 99%