粘粒部分 的英文怎麼說

中文拼音 [niánfēn]
粘粒部分 英文
clay fraction
  • : 粘動詞(粘附) glue; stick; paste; adhere to; bond
  • : 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 (部分; 部位) part; section; division; region 2 (部門; 機關或組織單位的名稱) unit; mini...
  • : 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
  • 部分 : (整體中的局部或個體) part; section; portion
  1. The results indicate that : 1. the main physical and chemical characteristics vary regularly : with rising of the altitude, there is a transition from silt > sand > clay to sand > silt > clay in the mechanical composition ; the argic horizon emerges below the altitude of 1600 meters ; the content of organic matter is enrichment, the content of organic carbon of epipedon is higher than 20 g / kg, while the content of organic carbon increases with increasing of altitude, and in the altitude of 3500 - 3700meters, the soils under the meadow have the maximum content organic carbon ; the soils appear acid - slightly acid reaction, the ph decreases appreciably and acid strengthen with increasing of altitude ; the soils higher than the altitude of 2500 meters are base unsaturated, indicating the soil leaching is strong, the ph and bs are distinct plus correlated ; the contents of sio2, al2o3, and fe2o3 of the soil body and clay are all relatively stabilization ; in the soil body, the content of sio2 is much high and cao is very little, the total contents of sio2, a12o3 and fe2o3 occupy 92 % of the mineral parts, the sequence of mineral elements is : sio2 > al2o3 > fe2o3 > k2o > mgo > cao > tio2 > mno

    研究結果表明: 1太白山南坡土壤的主要理化性質隨海拔高度的上升呈有規律的變化:隨海拔高度上升,機械組成由粉逐漸過渡到砂,海拔1600m以下出現化層;土壤有機質豐富,表層有機碳含量一般在20g kg以上,有機碳含量隨海拔高度升高而相應增加,海拔3500 3700m的灌叢草甸植被下有機碳含量最高;土壤呈酸性或微酸性,並隨海拔上升, ph值略微降低,酸性增強,海拔2700m以上的土壤多呈鹽基不飽和狀態,表明土壤淋溶作用較強, ph值和鹽基飽和度呈極顯著正相關;土體與中的sio _ 2 、 al _ 2o _ 3 、 fe _ 2o _ 3含量相對比較穩定,土體中sio _ 2含量較高, cao含量較少, sio _ 2 、 al _ 2o _ 3和fe _ 2o _ 3含量之和約占土壤礦質的92 ,礦質元素含量的順序依次為: sio _ 2 al _ 2o _ 3 fe _ 2o _ 3 k _ 2o mgo cao tio _ 2 mno 。
  2. Better effect of the dust cleaning has been obtained at flocculation agent and form coagulant aids are added to the powder , which makes a part of fine particulates of the blasting fume sole " join " each other and flocculate and colloids spider webs which combining with the produced foam viscosity forms a big net of catching dust. and the net will coth the remaining fine particulates according to the principles of colloid unstability and characters of the blasting fume aerocolloid. all the processes of catching dust are completed automatically inside the blasting fume. 3figs., 1tab., 18refs

    依據膠體脫穩原理,利用爆破煙塵氣溶膠的特性,在工程爆破使用的炸藥中添加絮凝劑和發泡助凝劑,使爆煙氣溶膠中的先相互「架橋」絮凝成許多蛛網狀膠團,又與隨後生成的泡沫結成捕塵「網」再去捕集其餘的微,在爆煙的內自發地完成捕塵過程,從而取得了較好的除塵凈化效果.圖3 ,表1 ,參18
  3. The spreading gradation gravelly soil is a kind of clayey coarse - grained soil. it ' s also a soil - rock mixtures. it ' s often divided into fine material and coarse material by the save of 5mm and the granutometric composition affects its project characteristics directly

    寬級配礫質土是一種性粗土,是天然土石的混合料,它通常以5mm為界被為粗料和細料兩,顆組成是決定寬級配礫質工工程特性的主要因素。
  4. Test relating to pavements. unbound granular materials. part 1 : repeated loading triaxial test

    路面試驗.未接的狀材料.第1:重復加載三坐標試驗
  5. Bond abrasives - determination and designation of grain size distribution - macrogrits f4 to f220

    合磨料.佈的測定和標記.第1:度范圍為f4 - f220
  6. Bond abrasives - determination and designation of grain size distribution - macrogrits f230 to f1200

    合磨料.佈的測定和標記.第2:度范圍為f230 - f1200
  7. Microdeformation mechanism of structural clays and elasto - viscoplastic damage model abstract on the basis of the investigation of the structure of natural sedimentation clays and the simulation of the deformation and rheology of soil particle skeleton under the internal molecule attractive force and electric charge repulsion and the exterior load, a elasto - viscoplastic damage model is constructed in which the soil structure is considered to be gradually damaged in the course of loading, and the effectiveness of the model is verified by the results of laboratory tests and field tests

    本文調查了天然土中存在的結構性,應用大變形有限元法模擬了土顆骨架在內子吸力和電荷斥力以及外荷載作用下的變形和蠕變機理,在此基礎上建立了考慮天然土變形過程中結構性不斷受損的彈塑損傷模型,並進行了室內和現場試驗,論證了模型的有效性。
  8. Hydraulically bound mixtures - specifications - part 1 : cement bound granular mixtures

    液力結的混合料.規范.第1:水泥狀混合料
  9. Hydraulically bound mixtures - specifications - part 1 : cement bound granular mixtures ; german version en 14227 - 1 : 2004

    液力結混合物.規范.第1:水泥狀混合物
  10. The maim factors affecting the velocity profiles are the viscosity near the bed, particle grid resistance and the density gradient

    影響流速佈的主要因素有底度、顆格柵阻尼和密度梯度。
  11. In the dry sliding experiments of composites, friction coefficients decrease with the loads. plastic deformation happens in the worn surface where the element of fe is found, so pam microfibrils support part of the load and prevent the further deformation

    低速低載時,試樣磨損表面出現塑性變形,在復合材料的磨損表面還發現fe元素的存在,表明pam微纖承受了載荷,阻止了基體的著轉移,此時磨損機理為磨磨損和著磨損。
  12. Road construction and maintenance equipment - manufacture of mixtures and quality control - part 1 : mixing plants for hydraulic binder treated or untreated materials

    道路施工和維護設備.狀混合物撒布機.混合物製造和質量控制.第1:液壓結劑處理的或未經處理的材料用攪拌設備
  13. Once the bond has been broken, the individual particles become a part of the noncohesive population.

    一旦結破裂,單個的顆就變成非性總體的一
  14. Fig. 3 ispcr result showed that a great of blue - ebv - positive particles were in epithelium region and roughly in nucleuses ( shows )

    圖示上皮佈大量藍紫色ebv陽性顆。主要存在於細胞核(所指)這是一個正常胃膜上皮,無淋巴細胞。
  15. Products and systems for the protection and repair of concrete structures. granulometry analysis. part 2 : test method for fillers for polymer bonding agents

    混凝土結構的保護和修復產品和系統.析.第2:聚合物結劑填充試驗方法
  16. Raw material of powder and binder are mixed fully into the wet - soft materials in the round ( cone ) container by the bottom mixed paddle and then cut into even wet particles by the side high - speed milled paddle

    粉體物料與合劑在園筒形容器中由底混合槳充混合成濕潤軟材,然後由側置的高速粉碎槳切割均勻的濕顆
  17. Bonded abrasives. determination and designation of grain size distribution. part 1 : macrogrits f4 to f220

    合磨料.佈的測定和名稱與符號.第1: f4至f220粗晶
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