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- W2366257320 abstract "Firstly,the initial geostress field of the arch dam area is obtained by the second-stage refinement simulation with the initial geostress field of the first-stage back analysis.And then,based on the model of reinforced jointed rock masses which can be used to simulate anchoring effects of pre-stress cables and systematic bolts,the effects of reinforcement measures for the excavation slope in the right abutment trough of Xiluodu arch dam are simulated by the self-developed 3D elasto-viscoplastic finite element method(FEM) analysis program under the initial geostress field.The distribution patterns of stress,displacement and safety factor of the rock slope are analyzed for current anchoring schemes and anchoring schedules.Finally,the current reinforcement schemes and anchoring schedules are optimized to ensure the stability and safety of the slope on the basis of the above analysis." @default.
- W2366257320 created "2016-06-24" @default.
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- W2366257320 date "2010-01-01" @default.
- W2366257320 modified "2023-09-23" @default.
- W2366257320 title "Numerical Simulation on Reinforcement Measures and Optimization Analysis for Excavation Slope in Right Abutment Trough of an Arch Dam" @default.
- W2366257320 hasPublicationYear "2010" @default.
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