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- W2362783709 abstract "UDEC is described as a distinct element program.This numerical method falls within the general classification of discontinuous analysis techniques.This study aimed to model the failure mechanism,deformation characteristic and stability evaluation on the slope at the right side of Section K44+340～K44+450 at Guiyang Wukai highway.The strength reduction method of slope stability analysis was applied in this study to model the range and trend of the plasticity development.Also,using the discrete sliding properties,the blocks slide and tension breakage evolving process of weak structural planes was modeled.This study has some practical and referential value." @default.
- W2362783709 created "2016-06-24" @default.
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- W2362783709 date "2011-01-01" @default.
- W2362783709 modified "2023-09-23" @default.
- W2362783709 title "Mechanism analysis and simulation on damage of antidi slope with well-developed joints" @default.
- W2362783709 hasPublicationYear "2011" @default.
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