碳化砂土 的英文怎麼說

中文拼音 [tànhuàshā]
碳化砂土 英文
carbonized sand
  • : 名詞[化學] (非金屬元素) carbon (c)
  • : 名詞(沙子) sand; grit
  • 砂土 : sandy soil; sand砂土地基 sand foundation; 砂土植物 silicicole
  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太白山南坡壤的主要理性質隨海拔高度的上升呈有規律的變:隨海拔高度上升,機械組成由粉粒粒粘粒逐漸過渡到粒粉粒粘粒,海拔1600m以下出現粘層;壤有機質豐富,表層有機含量一般在20g kg以上,有機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含量最高;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以上的壤多呈鹽基不飽和狀態,表明壤淋溶作用較強, ph值和鹽基飽和度呈極顯著正相關;體與粘粒中的sio _ 2 、 al _ 2o _ 3 、 fe _ 2o _ 3含量相對比較穩定,體中sio _ 2含量較高, cao含量較少, sio _ 2 、 al _ 2o _ 3和fe _ 2o _ 3含量之和約占壤礦質部分的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. The quality of furan sand castings is usually better than clay sand castings, however, some defects are also very easy take place with furan sand castings such as blow hole, metal penetration, veining, cracking, slag inclusion, hardness too low, surface recarburation, surface sulphuration, nodularity degeneration etc, which were usually caused by improper raw materials selection, improper method design, incorrect moulding or / and core - making

    摘要呋喃樹脂鑄件質量一般比黏鑄件好,但如果原材料選擇、工藝設計、造型和制芯操作不當,也會產生氣孔、粘、脈紋、裂紋,夾渣、硬度不足、滲、滲硫和球不良等鑄造缺陷。
  3. 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,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;撂荒地有機的損失平均達到59 . 4 ;在撂荒地表面0 - 20cm范圍內, 0 . 25 - 0 . 05mm粒徑的粒含量逐漸增加,各撂荒地粒平均含量達76 . 84 ,粉粒和粘粒含量逐漸降低,壤機械組成出現粗現象。
  4. The results show that the damages to the appearance of concrete structures exposed to atmosphere, including honeycombing, cracking along rebar, rebar corrosion, and concrete delamination, are quite serious, that the poor quality of concrete construction, the insufficient thickness of local concrete cover, and the rebar corrosion expansion and dilatancy induced by carbonization of concrete cover are the main causes, and that the main form of damages to the overflow structure is the abrasion resulted from water scouring

    結果表明,水閘的水上(大氣中)混凝結構外觀破損十分明顯,露石露、順筋裂縫、鋼筋銹蝕、混凝破損剝落等已十分嚴重;引起破壞的主要原因是混凝施工質量較差,局部保護層厚度不足,混凝保護層引起鋼筋銹蝕脹裂,而水流沖刷磨蝕是水閘過流結構破壞的主要形式。
  5. Dry chemical, sandy soil, chemical foam or carbon dioxide

    乾粉,,泡沫及二氧
  6. As we know, concrete structures in reality are always under various stresses or with microcracks of different width. so in this paper, compressive stress tensile stress and microcracks are introduced into water permeability and carbonation experiment, with the object to study the relationship between those factors and durability indexes. sem xrd and mip methods were also used to study the relevant mechanisms

    由於實際工程中的混凝結構均承受不同類型的荷載和帶有不同寬度的微裂縫,故本文考慮選取外荷載引起的壓應力對普通混凝滲透性的影響,彎曲應力對漿、凈漿深度的的影響以及在帶有裂縫狀態下水泥基材料的滲透和自愈現象開展了部分實驗研究,同時通過對混凝漿及凈漿系列水泥基試件的和滲透實驗比較,從微觀角度對和滲透、自愈現象的一些機理也做了初步研究。
  7. The ministry of finance and the state administration of taxation jointly determined to adjust export refund rates of the following products as of 1 may 2005 : ( 1 ) export refund rates of coal, tungsten, tin, antimony and their products decreased to 8 % ; ( 2 ) abolishing of the export refund tax of thulium, thulium oxide, salts of lanthanum, silicon metal, molybdenum ores and its fine ores etc

    中國財政部、國家稅務總局決定自2005年5月1日起調整下列產品的出口退稅率: ( 1 )將煤炭,鎢、錫、鋅、銻及其製品的出口退稅率下調為8 % ; ( 2 )取消稀金屬、稀物、稀鹽類,金屬硅,鉬礦及其精礦,輕重燒鎂,氟石、滑石、硅,木粒、木粉、木片的出口退稅政策。
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