淺層滑坡 的英文怎麼說

中文拼音 [jiāncéng]
淺層滑坡 英文
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  • : 形容詞1 (從上到下或從外到里的距離小) shallow 2 (淺顯) simple; easy 3 (淺薄) superficial 4 ...
  • : i 量詞1 (用於重疊、積累的東西 如樓層、階層、地層) storey; tier; stratum 2 (用於可以分項分步的...
  • : Ⅰ形容詞1 (光滑; 滑溜) slippery; smooth 2 (油滑; 狡詐) cunning; crafty; slippery Ⅱ動詞(貼著物...
  • : Ⅰ名詞(地面傾斜的地方) slope Ⅱ形容詞(傾斜) sloping; slanting
  • 淺層 : lamina superficialis
  • 滑坡 : 1 (地表斜坡上大量土石整體下滑現象) hill creep; landslide; landslip;2 (下滑; 下降) go steadily...
  1. Secondly, by making use of the features of lattice frame anchor structure which can protect slope and retain stability of landslide together with its small space between beams and light anchor, the calculation model and formulas of slope force are dealt with and the design process of lattice beam and pillar as well as anchor and plate are introduced carefully

    利用格構式錨桿框架結構所採用的小間距、小噸位錨桿及連續格構樑柱,從而使格構樑柱受力較均勻,適合鬆散堆積體治理的需要,即同時滿足深
  2. The result indicated that with the delay of rainfall the slope safety lowered accordingly and the unstable sliding plane was the shallow slide

    研究表明,隨降雨歷時的增加邊的安全系數逐漸變小,邊最危險動面有向發展的趨勢。
  3. Fold line plane was more suitable than the circular slip plane for the shallow slide

    對于膨脹土邊動面,採用折線動面比圓弧動面更接近於實際情況。
  4. Study on interpretation of rain - induced group shallow landslides based on multi - period spot - 5 remote sensing images

    5影像的降雨型淺層滑坡遙感解譯研究
  5. Using latest visual software idl ( interactive data language ) and combining trigrid function with triangulate function in idl, regular network terrain model and 3 - d shallow and deep sliding surface model of zhafangping landslide body based on delaunay triangular network is set up. it makes the sliding surface turn from " recessiveness " into " dominance ", and gets numerous different three - dimensional cubic chart, contour topographic map, the combine model of terrain model and contour topo - graphic map. and every visual model has analysed and compared in detail

    利用可視化軟體idl中的triangulate函數和trigrid函數相結合,建立了基於delaunay三角網的榨坊坪體規則格網地面模型和、深動面三維可視化模型,實現了該體的三維模擬與再現,使動面由「隱性」變為了「顯性」 ,且獲得了眾多不同角度的三維立體圖、等高線地形圖和地面模型與等高線地形圖的組合圖等,並對各可視化模型進行了詳細地分析與比較。
  6. Based on the mode of the finite element method and the bishop method, this article analysed the stability of the dam reach slid surfacely in the period of unsteading infiltration in the case of yuecheng reservoir, then contrasted the mode with general modes

    摘要採用有限元法與條分法相結合的方式,以岳城水庫主壩為例,對淺層滑坡壩段進行了非穩定滲流期的穩定分析,並與常規方法進行了對比。
  7. The analyse shows : the three - dimension visual terrain model of the landslide body not only embodies totally its terrain characteristic and sectional characteristic, but also can make the ground characteristic analysed and hold on whole ; compared to the deep sliding surface, the shallow sliding surface has the similar whole slope and is more smooth and simple, so it is worse in the stability. and the parts of the deep sliding surface have great difference, it causes the different stability, among them the stability of the midst part is the worst. so the shallow sliding should be controlled importantly, and the controlling scheme should be assigned in the midst part of the deep sliding surface in the controlling design

    分析得出:體三維可視化地面模型不僅完全體現了該體的地面特徵和剖面特徵,且能夠從總體上進行分析和把握地面特徵;由於動面與深動面整體度相近,且比深動面平坦、簡單,故動面穩定性較差,且由於深動面各部分形狀存在較大差別而導致穩定性不同,其中中間部分穩定性最差,故在防治設計時應重點治理動且治理方案應布置於深動面的中間部位處。
  8. Experimental research on improving shear strength of soil in surface landslide by root system of different vegetation type

    不同植被類型根系提高淺層滑坡土體抗剪強度的試驗研究
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