水力分粒法 的英文怎麼說

中文拼音 [shuǐfēn]
水力分粒法 英文
hydraulic classification
  • : 名詞1 (由兩個氫原子和一個氧原子結合而成的液體) water 2 (河流) river 3 (指江、河、湖、海、洋...
  • : Ⅰ名1 (力量; 能力) power; strength; ability; capacity 2 [物理學] (改變物體運動狀態的作用) forc...
  • : 分Ⅰ名詞1. (成分) component 2. (職責和權利的限度) what is within one's duty or rights Ⅱ同 「份」Ⅲ動詞[書面語] (料想) judge
  • : Ⅰ名 (小圓珠形或小碎塊形物) small particles; grain; granule; pellet Ⅱ量詞(用於粒狀物)
  • : Ⅰ名詞1 (由國家制定或認可的行為規則的總稱) law 2 (方法; 方式) way; method; mode; means 3 (標...
  • 水力 : waterpower; hydraulic power水力剝離 [采礦工程] hydraulic stripping; strip with water; 水力采礦 hy...
  1. Based on an analysis of dynamic conditions for migration and precipitation of gold grains in water system and their diffusion in soil, this paper has advanced a discriminant formula for surfacce ore potential of gold anomalies from 1 : 50000 stream sediment survey, recounted methods for estimating the highest gold grade ores within the anomalies, calculated the discriminant indices for qinba area, and summed up index characteristics of ore - induced gold anomalies in 1 : 10000 soil survey, estimation formulae for orebody location as well as coefficients and constants of slope angles of various orders and grades

    摘要在析金系中運移、落淤和在土壤中擴散動條件的基礎上,本文建立了五萬之一系沉積物測量金異常地表含礦性的判別公式,闡述了推算異常內礦石最高金品位的方並計算了秦巴地區的判別指數;總結出萬之一土壤測量礦致金異常的標志特徵、礦體定位的估算公式及各級次地形坡度角的系數和常數。
  2. In this paper, different approaches are employed to analyze the flow resistance of different flow patterns when transporting sands with different size

    本文對不同徑泥沙管道輸送時的不同流態,採用不同方進行了析研究和理論探討。
  3. Abstract : in light of thicker grain and smaller viscosity of debris flow, a segmented simulation of the debris flow with flume is presented. for the first time. more difficult resistance similarity is brought about by geometric rate without excessive coarsing and discontinuous similarity of sand grain composition in model is eliminated with different grain scale. on this basis the density similarity and sand conveying similarity are achived. the method presented is verified through a model test case

    文摘:針對石流顆粗,粘性小的特點,提出了利用槽進行段模擬石流的設想,首次通過幾何變率解決難度較大的阻相似問題,改變了以往過度加糙的方式;通過變徑比尺的方消除了模型沙級配不連續相似的問題,較好地實現了固體物質級配相似,達到了泥石流的密度相似和輸沙相似.通過槽概化模型試驗實例,對本方進行了驗證
  4. In this paper, the so preparing self - compacting concrete with low and middle strength using super fine mountain sand artifical sand and phosphorus slag is studied systemically. through the study the influence of the shape, the proportion of the dust and the grade of sand to the workability and the mechanical property of self - compacting concrete, it is found that super fine mountain sand artifical sand are not suit to prepare low and middle strength self - compacting concrete, but when they are combined and the additive and assistant band material are used, c20 - c40 high performance self - compacting concrete is prepared ; the corresponding additive is developed to solve the delamination caused by the low proportion of banding material ; the evaluating system for the workability of low and middle strength self - compacting concrete is built ; the controlling method for production, construction and curing was set up. and the result of the research is applied into several projects

    通過析特細山砂和機制砂的顆形態、粉末含量、顆級配等特性對自密實混凝土的工作性能和學性能的影響,發現特細山砂、機制砂不宜單獨用於配製中低強度等級自密實混凝土,宜將特細山砂和機制砂進行合理復配,並選擇合適的外加劑和礦物摻合料,優化配合比設計,可生產c20 c40中低強度等級自密實高性能混凝土;研製開發出了具有高效減、保塑、抗離析功能的外加劑,有效解決了中低強度等級自密實混凝土由於膠凝材料用量少而出現的離析、泌問題;應用正交設計方,對因素和平進行合理選擇,確定了生產中低等級自密實混凝土的最優配合比;建立了中低強度等級自密實混凝土的工作性評價體系;提出了生產、施工及養護的質量控制技術方
  5. Based on the concepts of elastic wave velocity of skeleton and reinforced cohesion, the effect on the velocity by soil density with different saturation was distinguished from that by weakened reinforced cohesion ; on the condition of same confined press and saturation, the elastic wave velocity was measured before and after soil samples were dynamically loaded, so that the elastic wave velocity changed by dynamic load was distinguished from that by soil. nature characteristic

    ( 9 )通過試驗運用了骨架波速和黃土加固凝聚的概念,將飽和度的增加引起土體密度的增加對波速的影響與破壞加固凝聚對波速的影響區開來;在相同的壓和飽和度(近似)條件下,採用動作用前後別測試彈性波速的方,將動荷載對加固凝聚的破壞作用與土樣自身的顆對波速的影響因素區開來。
  6. The granular separation phenomenon in the monolayer horizontal vibration granular system was studied with the mean field statistical mechanics method

    摘要為了研究單層平振動顆系統中的顆離現象,將一種基於平均場理論的統計學方運用到格點化的單層平振動顆體系中。
  7. From chapter 4 to chapterl 1, a serial of comparable methods were adapted to analyze the obtained results in chapter 2 and chapter 3, in order to describe quantitatively the changing of engineering geological environmental factors with time and space that is induced by different wave loading action, including reaction of topo and morphologic features to hydraulic condition, reaction of grain size and mineral composition to it and reaction of static and dynamic mechanical index to it

    在此基礎上,針對現場和室內實驗取得的結果資料,採用一系列統計析方,定量描述作用導致的黃河口典型研究區工程地質環境要素隨時間和空間的變化,包括形貌特徵對條件響應、沉積物的度與礦物成及結構對條件的響應、沉積物的靜與動學指標對條件的響應。
  8. A finite element analysis ( fea ) was eventually conducted, using mori - tanaka model and j - integral, to further explain the toughening mechanisms and fracture behaviour of the particle interleaved composites. the aim of the analysis was to examine the influence of the particle concentration and size, and the interaction between the particle and the crack tip. fea results indicate that interlayer zones can effectively lower j - integral and stress around the crack tip, and the high stress distribution in the region close to the interface can be the driving force for interfacial failure

    本文的最後還藉助于有限元方對層間增韌復合材料進行了宏觀和細觀斷裂韌性析,基於mori - tanaka等效夾雜理論,計算了顆含量和尺寸對j積的影響,有限元析的結果同樣表明層間增韌可以有效的降低裂紋尖端應平,並暗示界面是可能存在的失效原因,所進行的數值析起到了進一步支持和解釋增韌機理的作用。
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