Art

J-GLOBAL ID：201702226073319546   Reference number：17A0294377

COLLAPSE MECHANISM OF GENTLE INCLINED AND FINE-GRAINED SOIL SLOPE ON RESERVOIR BANK

緩やかな細粒土岸坡貯水池の崩壊メカニズムに関する研究【JST・京大機械翻訳】

Author (5)： Zhang Jingshun (PowerChina Chengdu Engineering Corporation Limited) ,  Zhang Shishu (PowerChina Chengdu Engineering Corporation Limited) ,  Zhou Guangming (PowerChina Chengdu Engineering Corporation Limited) ,  Xu Xu (PowerChina Chengdu Engineering Corporation Limited) ,  Feng Jianming (PowerChina Chengdu Engineering Corporation Limited)
Material： Gongcheng Dizhi Xuebao
Volume： 24  Issue： 5  Page： 752-759  Publication year： 2016 
JST Material Number： C2683A  ISSN： 1004-9665  Document type： Article
Article type： 原著論文  Country of issue： China (CHN)  Language： CHINESE (ZH)

Abstract/Point： Engineering practice and stati...

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Thesaurus term： soil structure ,  statistical data ,  water level ,  dam failure ,  *fine-grained soil ,  finite element method ,  clay ,  dam ,  small scale ,  *reservoir (water) ,  Osmosis ,  *ponding ,  creep ,  sediment ,  hydraulic power plant ,  mechanical property

Author keywords (5)： Reservoir bank collapse ,  Creep ,  Gravelly clay ,  Transient seepage analysis ,  Deformation monitoring

JST classification (1)： Dams in general  (RC16010D)

Terms in the title (4)： 細粒土 ,  貯水池 ,  崩壊メカニズム ,  研究