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The Engineering Stability Research Of Loess Side Slope In Northwest

Posted on:2003-12-16Degree:MasterType:Thesis
Country:ChinaCandidate:Q J WangFull Text:PDF
GTID:2120360062495638Subject:Mineral prospecting and exploration
Abstract/Summary:PDF Full Text Request
Based on the research of influencing factors and regularities of distribution of loess side slope stability in Northwest, the author select Pingshuo Antaibao southern spoil bank as subject investigated, and abstract several the most rudimental influencing factors which are ubiquitous concerning slope stability in loess area such as sloping shape, slope ratio, bulk density, cohesive force, angle of internal friction, elastic modulus, Poisson ratio, water immersion. Separately select and use the slice method based on rigid body theory of ultimate equilibrium and the AI theory based on neural network to justify loess side slope stability and finite element numerical stimulation based on elastoplastic theory to further research the factors of slope failure and deformation mechanism of landslide.
Keywords/Search Tags:loess, slope stability, influencing factor, deformation mechanism
PDF Full Text Request
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