邊坡沖刷 的英文怎麼說

中文拼音 [biānchōngshuā]
邊坡沖刷 英文
roadside erosion
  • : 邊Ⅰ名詞1 (幾何圖形上夾成角的直線或圍成多邊形的線段) side; section 2 (邊緣) edge; margin; oute...
  • : Ⅰ名詞(地面傾斜的地方) slope Ⅱ形容詞(傾斜) sloping; slanting
  • : 刷構詞成分。
  • 邊坡 : bank
  1. Firstly, the main deformation and destruction forms of high loess slope and its deformation and destruction mode are brought forward. the forms are : collapse, slumping, slope wash, slope peeling, sliding mass deformation by collapsibility, and a very little seen form : mudflow

    根據野外調查和前人的研究資料,概括總結出黃土高有如下幾種破壞形式:滑塌、崩塌、面剝落掉塊、體濕陷變形以及並不多見的泥流。
  2. With the research on design and construction specifications of subgrade slope protection, the author in this paper, based on the success experiences of subgrade slope protection all over the country, and considers the advanced technology and experience of abroad, analyzes the slope distress types and causes, and studies systemically the applicability and structure character of these slope protection model, then recommends the typical slope protection model which can used in the most area of our country ; according to the analysis and researches on the types of slope protection, this paper states selection principle of slope protection ; to get the statistical relations between slope surface erosion volumes and related factors, grasp the law of slope surface erosion on the whole, the simulate test of slope surface erosion is done in laboratory ; the drawing library software of typical slope protection is programmed by application the skill of autocad 2000 redevelopment and the tool of vba

    本文結合《路基防護設計與施工技術規范》課題的研究,在分析總結全國各地防護設計、施工方面的成功經驗的基礎上,借鑒發達國家公路路基防護的先進經驗和技術,剖析了路基的病害類型和原因,對各種類型的適用性及構造范圍進行了系統全面地研究;推薦出了適合我國大部分地區的防護型式;提出了防護類型選擇的原則;進行了室內模擬試驗,得出填方路基量與有關因素的統計關系,從宏觀上了解的主要規律;應用autocad2000二次開發技術,運用vba開發工具,開發了典型防護型式圖庫。
  3. Also, the rain fog will be generated from the rear part of the vehicle, which can affect the driver ' s vision, thus can cause traffic accident very easily and impair the driving safety

    與此同時,高速公路因常年暴露于自然環境中,承受雨水的,使發生各種變形、病害甚至破壞。
  4. Through analysis, we conclude that washing action of wave and flow is main power of evolvement of region of interest landform, structure lead to the fact that water area around shallow structure in cheng dao sea field has an increase about 0. 3m / a through actual measurement, water depth increase rate around foundation is 0. 25m / a, slope gradient of side slope averagely has a decrease of 5 % o a year, however marine hydropower wash rate through compute is 0. 2m / a on underwater bottom, the wash rate on structure foundation is 0. 35m / a

    分析認為,浪流的作用是研究區水深地形演化的主要動力,構築物的存在,使埕島海域淺水區人工構築物周水域實測年水深增加幅度約0 . 3m a ,地基附近水深增加速率0 . 25m a ,度平均每年以5減緩,而計算得出的海洋水動力蝕速率在水下底為0 . 2m a ,在構築物地基蝕速率達0 . 35m a 。
  5. A model of aese - ann is established to evaluate the slope erosion stability. it is available for slope design and construction

    摘要將人工神經網路應用於邊坡沖刷穩定性評價,建立了邊坡沖刷穩定性神經網路模型並進行了驗證。對的設計和施工有一定的參考價值。
  6. Calculation of slope erosion based on neural network toolbox of matlab

    神經網路工具箱的邊坡沖刷量計算
  7. On the basis of on - the - spot investigation and information, this article puts forward the stratum separation scheme and field criterion for projects in gansu loess areas ; presents the geological structure model of the natural slope in this area for the first time ; counts and analyses the parameter of the loess ; analyses the stability of loess cut with the method of ultimate balance and finite element ; recommends different transect forms for the cut subgrade in gansu ' s loess areas ; evaluates these forms with grey system theory concerning stability, economy and anti - scour capability ; finally, puts forward the design method and procedures of reasonable heavy cuts transect

    本文通過大量的現場調查和資料收集,提出了甘肅省黃土工程地層劃分方案和野外判定標準;首次提出了甘肅省黃土自然的不同地質結構模型;統計和分析了甘肅省黃土的土性參數;運用極限平衡法和有限元法對黃土路塹高穩定性進行了分析;推薦了甘肅省不同黃土地區路塹高的斷面形式,並結合穩定性、經濟性和抗性能,應用灰色系統理論對其進行評價;最後,提出了黃土路塹高合理斷面設計方法和設計步驟。
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