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- W2363263125 abstract "with a dangerous reservoir in Shanxi Province as research object,the mathematic model for dam seepage and slope stability was established by using saturated-steady and unsaturated-unsteady seepage theory and the Morgenstem-Price method which can automatically search the sliding surface.The operation conditions were also designed for steady and unsteady seepage.The stability for the most unfavorable slope was calculated under different seepage conditions and the stability of earch-rock dam with clay core was evaluated,which can provide scientific basis for the reinforcement design of earch-rock dam with day core,and guide the scientific management for the reservoir under normal and non-normal operations." @default.
- W2363263125 created "2016-06-24" @default.
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- W2363263125 date "2009-01-01" @default.
- W2363263125 modified "2023-09-23" @default.
- W2363263125 title "Study on Stability of Reservoir Earth-rock Dam with Clay Core" @default.
- W2363263125 hasPublicationYear "2009" @default.
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