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- W2353068323 abstract "The influence of groundwater seepage on stability of soil and rock slope is analyzed.The analytic solution of stability of water-penetration soil and rock slope is set up under ground water seepage.The most dangerous circle slip surface is located with DFP change-scale method of nonlinear programming.In the condition of high pore-hydraulic pressure,the most dangerous circle slip surface is located with Fellenius Method and DFP change-scale method.Then the safety factor of the most dangerous circle slip surface is evaluated with Spencer method or Morgenstern-Price method.The influence coefficient of seepage on slope stability is calculated in a cutting slope." @default.
- W2353068323 created "2016-06-24" @default.
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- W2353068323 date "2005-01-01" @default.
- W2353068323 modified "2023-09-24" @default.
- W2353068323 title "ACCURATE SOLUTION OF MOST DANGEROUS CIRCLE SLIP SURFACE IN SEEPAGE SOIL AND ROCK MASS" @default.
- W2353068323 hasPublicationYear "2005" @default.
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