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Study On Slope Stability Analysis And Cure Measure

Posted on:2006-05-06Degree:MasterType:Thesis
Country:ChinaCandidate:C J YanFull Text:PDF
GTID:2120360152990198Subject:Hydraulic engineering
Abstract/Summary:PDF Full Text Request
According to the landslide, the article proposed reduces the slippery measure and the anti-slippery measure two kind of governments plans, and has carried on the exhaustive analysis and the discussion to these government measures practical conditions in accordance with the type.In side slope stable analysis aspect, the article mainly introduces and analyzes the Swedish method, Bishop method, the transmission method of correlates and the finite element method and its suitable the condition in the side slope analysis utilization.The author combines the job of oneself— Shimashan landslide government work. Paper through theoretical analysis and practice summary, proposed the reduced pressure shaft union horizontal freeing port government inflation earth landslide measure, not only the effect obvious but also the project construction cost is low, regarding this kind of side slope preventing and controlling and the government has the very good model function.Through the project master paper compilation, the author systematically summarizes these years work and the experience, moreover expandes the aspect of knowledge, grows the teaching and the scientific research ability, enables own academic level to obtain the enhancement.
Keywords/Search Tags:soil side slope, expansive soil, government measure, stable analysis
PDF Full Text Request
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