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Landslide Engineering Research Of Xingtai County Luluo Town Pozi Village

Posted on:2018-05-04Degree:MasterType:Thesis
Country:ChinaCandidate:Y F GuoFull Text:PDF
GTID:2370330566971400Subject:Geological Engineering
Abstract/Summary:PDF Full Text Request
China is a mountainous country,geological disasters such as collapse,landslides and debris flows are also relatively frequent,Each year because of the different degree of geological disasters happen,had a great effect on the regional geological environment,also to our country's economy development and people's life and property safety brought serious influence,So to strengthen the prevention and control of landslide disaster as well as the research work is urgent.This article is based on Xingtai county Luluo town Pozi village landslide as the research object,Firstly discusses the slope village landslide formation geological environment background,And then on the basic characteristics of the landslide,The physical and mechanical properties of rock and soil mass,Deformation characteristics and the reasons were analyzed,And then under the three conditions for landslide stability analysis and calculation,And respectively from work,capital investment,The construction arrangement,governance effect and so on aspects put forward two kinds of landslide control scheme,And the best comparison,choose one of the best measures of landslide control scheme.Through research,We obtain the results.Determine the slope son village dongpo landslide area of natural geographical conditions,The size of the landslide,morphological characteristics,landslide area of landform,stratum lithology,etc.The basic characteristics of the landslide,the analysis of the causes and trends,and so on.The rear of the eastern slope landslide slope son village by a slide in the wall,Form a trailing edge cracks and landslides in the upper,The wrong wrong platform height about 3m,visible crack length is 2 m,extending direction of 155 °,is 0.1-0.3 m,Width of crack can be measured depth of 3.0 m,Landslide plane form "steps" shaped,Leading edge for the formation of artificial excavation by scarp,On both sides of the edge of the natural formation of the gully,Sliding sign is not obvious.On the basis of the stability analysis of landslide,two sets of put forward the controlplan: one plan: anti-slide retaining engineering and water and crack filling sealing solutions;Scheme 2: clear slope drainage prestressed anchor cable crack filling sealing solutions.Then from the technical feasibility,degree of difficulty of construction,Such as investment estimation for the preferred choice,Choose the one solution for the best measures of landslide control project.
Keywords/Search Tags:The landslide of Pozi, village Landslide control, The landslide stability analysis, Crack closure filling
PDF Full Text Request
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