粘粒含量 的英文怎麼說

中文拼音 [niánhánliáng]
粘粒含量 英文
clay content
  • : 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)
  • : 動詞1 (東西放在嘴裏 不咽下也不吐出) keep in the mouth 2 (藏在裏面; 包含) contain 3 (帶有某種...
  • : 量動1. (度量) measure 2. (估量) estimate; size up
  1. The black earth is a kind of alfisol, with a thick layer of humus, loose texture, high fertility, high porosity ratio, poor permeability and a high content of clay, which is suitable for cultivation

    摘要黑土是一種腐殖質層厚,質地鬆散,肥力很高,孔隙比較大而透水性差,粘粒含量高,適于耕作的淋溶土。
  2. ( 3 ) the spatial analysis results showed that the variation of soil clay content was moderate at the direction of vertical section. the soil clay content was highest at the layer of 20 - 40cm, which showed that it is an eluvial accumulation horizon according to long - term cultivation, irrigation and rainfall

    ( 3 )土壤粘粒含量在垂直方向上呈中等變異,整個土體在20 - 40cm土層處的粘粒含量最高,說明土壤表層由於長期耕作、灌溉降雨,土壤粘粒含量有一個淋溶淀積過程。
  3. Adhesive wear is the main abrasion mechanism of composite in high sliding speed and heavy - load. the adhesive wear is the main abrasion mechanism when the size of filling is minor or the content of filling is low. with the increase of the size or the content of filling, the mainly abrasion mechanism transit from adhesive wear to grinding abrasion

    ( 2 )在低速低載時,復合材料的磨損以犁削磨損為主,在高速高載時,復合材料的磨損以著磨損為主;在填料徑較小或填料低時復合材料的磨損以著磨損為主,隨顆的增大或填料徑的增大,復合材料的磨損變為以磨料磨損為主。
  4. The organic matter, total n, hydrolytic n were increased, then reduced with the increase of abandoned time. the loss of organic c got up to 59. 4 % in abandoned land. in 0 - 20cm, the sand content of 0. 25 - 0. 05mm was increased gradually, the average content of sand in the abandoned land was up to 76. 84 %, the sand contents of silt and sand was gradually reduced, the soil mechanic compose became coarse

    隨撂荒年限的增加,土壤有機質、全氮、堿解氮等主要養分均表現出先降低后增加的趨勢;撂荒地有機碳的損失平均達到59 . 4 ;在撂荒地表面0 - 20cm范圍內, 0 . 25 - 0 . 05mm徑的砂逐漸增加,各撂荒地砂平均達76 . 84 ,粉粘粒含量逐漸降低,土壤機械組成出現粗化現象。
  5. With increase of artificial forest age, the content of soil organic matter decreased sharply. and soil physical, chemical and biological properties of forest became worsen. from soil physical properties analysis, soil silt, clay, physical clay, aggregate degree and structure coefficient in topsoil increased with increase of artificial forest age and soil sand deceased

    在土壤物理性質方面,隨著人工雲杉林齡的增加,土壤表層粉、物理性、團聚度和結構系數降低,砂增高,土壤飽和持水、毛管持水及總孔隙和毛管孔隙在人工雲杉演替過程中表現出「 u 」型變化。
  6. Based on the experimental data, a muddy water infiltration law formula was built

    渾水中物理性粘粒含量越大,累積入滲就越小。
  7. In this article the conclusion was got from some experiments and researches that the crux of the matter is to solve the seepage stability of the soil and it is possible that gravelly soil is made into impervious core with the protection of filter

    但是存在土料的不均勻、粘粒含量低、滲透系數偏大、天然偏低、塑性較差等缺陷。試驗研究還認為,只要解決好滲透穩定問題,做好反濾保護,礫質土作心墻防滲體是可行的。
  8. And it should be ascribed to silt according to the view of its mineral composition, particles distribution, physical and mechanical indices. not only is the content of cla > relatively high, but also the exchange capacity of ion, chiefly high - electronvalent calcareous ion, is great. due to aggregations filled with pore among inter - particles, the soil has the engineering properties of silty clay

    從其礦物成分、顆分試驗及物理力學指標來看,它應歸屬于粉土,但由於土中的粘粒含量較高,且間充填集聚體,土的離子交換容較大,交換陽離子以高價鈣離子為主,故其仍表現出粉質土的工程特性。
  9. The organic matter influenced > 0. 25 mm soil particle aggregation and > 0. 5 mm water - stable soil particle aggregation slightly and played an important role in the aggregation of > 5 mm water - stable soil particles. the percentage of aggregates destruction were remarkably negatively related with content of > 5 mm water - stable soil particle aggregate, and ultimately negatively related with > 0. 25 mm water - stable soil particle aggregate, which meant the content of water - stable soil particle aggregate dropped as the rise of percentage of aggregates destruction, the loosely fe took a role in increasing content of water - stable soil particle aggregate. the main factor that affecting content of > 0. 5 mm water - stable soil particle aggregate was percentage of aggregates destruction, whereas organic matter and percentage of aggregates destruction were the dominating matters that influencing content of > 0. 25 mm water - stable soil particl

    粘粒含量在各級團聚體的形成過程中起著一定的作用;有機質對0 . 25mm團聚體、 5mm水穩定性團聚體有一定作用,對0 . 25mm水穩定性團聚體起顯著作用;團聚體結構破壞率與5mm水穩定性團聚體成顯著負相關,與0 . 25mm水穩定性團聚體達到極顯著負相關,說明結構破壞率越大,水穩定性團聚體的數就越少,反之越多;游離鐵對促進水穩定性團聚體方面起一定的作用,影響0 . 5mm水穩性團聚體主要是結構破壞率,而影響0 . 25mm水穩定性團聚體的是有機質和結構破壞率。
  10. Because these factors make change more often, soil time space variability is more bigger. the relationship of single factor between soil water infiltration capacities and certain influencing factor could be established quantitatively by means of soil water infiltration tests in indoor, there is negative correlation relation between soil water infiltration capacities and soil structure. there is negative correlation relation in high grit content and low physical clay content soil, and second - degree polynomial relation in high physical clay content junk structural soil between soil water infiltration capacities and soil moisture

    由於這些因素在時刻發生變化,使得土壤的時空變異性較大,只能用室內土壤水分入滲試驗來定確定土壤水分入滲能力與某些影響因素之間的單因子相關關系,土壤水分入滲能力與土壤結構之間呈負相關關系,土壤水分入滲能力與土壤之間在土壤砂高,物理性粘粒含量低的無結構土壤中呈負相關關系,在物理性粘粒含量高的團結構土壤中呈二次多項式關系。
  11. In the light of its special property being not easy to gain strength, through mechanics researches on different methods to stabilize this kind of low _ liquid _ limit silty soil as subbase material, evaluated both technically and economically, we have got a cement lime stabilization plan to meet the index requirements for non _ side _ limit strength of compression of subbase of class2 road stipulated in the specification ; by means of improving the workmanship, thickening the loose layer of soil, adding soil on covering weave fabric before compaction, such problems can be solved as very poor compaction, loose surface during compaction, roughness and unevenness, coats of layer and shear damages

    本文針對黃河沖積而成的低液限粉土其粘粒含量極低、土的不均勻系數很小、膠體活性差的工程特性,通過採用不同方法穩定該類土作底基層材料的力學性能研究,從技術、經濟角度綜合評價,得到滿足規范抗壓強度指標要求的水泥石灰穩定方案。通過對原材料、試驗配合比設計、施工、等方面進行優化,從而顯著減輕了基層的早期及長期縮裂程度,從而提高了路面的耐久性。
  12. Liquefaction of saturated sands is a greatly complicated phenomenon. its generation, development and dissipation are restricted by physical property, stresscondition and boundary condition of soils. in addition, there are a lot of influencing factors such as density, structure property , clay content, degree of saturation, gradation, hydraulic conductivity, initial stress condition and dynamic load character and so on

    砂土液化是一種相當復雜的現象,它的產生、發展和消散主要由土的物理性質、受力狀態和邊界條件所制約,存在許多影響因素,例如土的密度、土的結構性、粘粒含量、飽和度、級配、透水性能以及初始應力狀態和動荷載特徵等。
  13. The main results were as follows : ( 1 ) due to their different working principles, the measured result of clay content by laser particle - size analysis was lower than that by using pipette and sieve analysis. the classification results of soil texture by using these two methods agreed well with each other

    主要結論如下: ( 1 )由於激光法和吸管法原理的不同,激光法測得的粘粒含量較吸管法低,但是在土壤質地分類上,激光法和吸管法的結果基本一致。
  14. A 3d visualization model of soil clay content in a cube soil body was constructed by using matlab software and c / c + + programming language, through which we can observe the variability trend of the soil property from different point of view

    用c c + +程序和matlab軟體構建的一立方米土體土壤粘粒含量的三維可視化圖,可以實現各個角度觀測整個土體土壤顆分佈趨勢。
  15. With soil becoming dried, more available k was fixed. k had closely relationship with o. m., cec, clay content, and physical clay content

    K與土壤有機質、 cec 、粘粒含量、物理性粘粒含量,以及基礎土樣的有效鉀基本上呈顯著相關關系。
  16. Equation of f = a + blnw was very fitful to describe the relationship of f and w ( % ). 7. dci had significant positive correlations with cec, clay content, and physical clay content

    鉀離子、氯離子的擴散系數分別與土壤陽離于交換( cec ) 、物理性粘粒含量呈顯著負相關或正相關關系。
  17. Vegetation restoration also resulted in the changes of soil physical and chemical properties, i. e., the contents of organic matter, alkali - hydro nitrogen, rapidly - available potassium and the contents of fine sand, very fine sand and clay were increased significantly, while ph and the content of rapidly - available phosphorus were decreased

    植被的恢復使土壤理化性質發生了變化,與恢復前相比土壤中有機質、堿解氮、速效鉀以及細砂、極細砂、粉砂、粘粒含量顯著增加, ph值和速效磷降低。
  18. The analysis of grain size of later pleistocene loess covering on the northern slop of tian shan mountains and ili basin shows that the tian shan loess is composed mainly of silt, accounting for 60 - 70 %, and some clay, accounting for 15 - 20 %

    摘要天山北坡和伊犁盆地晚更新世典型黃土剖面度分析表明,天山黃土以粉砂為主,佔60 - 70 %左右,粘粒含量一般在15 - 20 %之間。
  19. 3. regression analysis revealed that phosphorus adsorption maxima, standard phosphorus requirements and combining energy had a positive relationship with the amount of clay particle and hygroscopic water of soils and they had no relationship with the ph value, while having a negative relationship with the contents of organic matter, available phosphate and total phosphate of soils

    土壤磷的最大吸附、標準磷素需要和結合能與土壤ph之間無相關關系,與有機質、有效磷和全磷呈一定程度的負相關,而與土壤吸濕水和粘粒含量呈顯著或極顯著相關關系。
  20. As we know, when meeting these soils, many breakdown and danger will occur, such as the blockings, which has attracted attention of many construction personal on site. however, at present, there exist many unknown fields in blocking. firstly, the definition of blocking is not interpretative

    但是,如果地層是粘粒含量較少的卵石層、砂土地層、風化巖地層,進入壓力艙的土體就很難形成這種「塑性流動狀態」 ,從而嚴重阻礙施工進程甚至造成施工事故,閉塞就是常見的一種施工障礙,已經引相關方面的重視。
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