砂與粘土界面 的英文怎麼說

中文拼音 [shāniánjièmiàn]
砂與粘土界面 英文
sand-clay interface
  • : 名詞(沙子) sand; grit
  • : 粘動詞(粘附) glue; stick; paste; adhere to; bond
  • : 名詞1 (相交的地方; 劃分的界限) boundary 2 (一定的范圍) scope; extent 3 (按職業、工作或性別等...
  • : Ⅰ名詞1 (頭的前部; 臉) face 2 (物體的表面) surface; top 3 (外露的一層或正面) outside; the ri...
  • 界面 : [物理化學] interface; boundary; limiting surface
  1. The bond effect of various bond material is also researched by use of the test of pored - drilled drawing bond between new and old concretes. this paper also makes a contrast with the effect of mortars " bond, which offers a meaningful reference on how to choose bond materials and to appraise the bond effect

    並通過新老混凝鉆芯拉拔結試驗,研究了不同結材料的新老混凝結效果,並漿結試驗結果進行了對比,對實際工程應用中正確選用結材料及評價結效果具有一定的指導意義。
  2. The result of macro - quality experiments show : mineral admixtures markedly slow the hydrating velocity of cement slurry, decrease and delay the hydrating max - temperature, in which steel slag is more effective ; expansive agents compensate concrete shrinkage, enhance the concrete dense degree, strengthen the interfacial layer between fiber and cement matrix and improve the physical mechanics qualities of acic ; minimal admixtures markedly improve the concrete workability property, increase the concrete later intensity & density and the capability of anti - chemical attack and anti - permeability ; hybrid fiber reinforces the toughness of obviously acic by the means of anti - cracking effect of fiber with different sizes and different properties in the corresponding construction levels

    實驗結果顯示:鋼渣摻合料能顯著減緩水泥漿體水化速率,降低漿的水化溫升並延遲最高溫升時間;補償混凝收縮,提高混凝密實度,加強纖維水泥石的結,增強混凝力學性能,但不能明顯改善混凝韌性。混雜纖維通過纖維的不同尺度不同性質在相應的結構層次上產生阻裂效應,增韌鋼渣防滲抗裂混凝;增加混凝的破壞極限能,極大提高混凝抗彎曲能力和韌性指數,改善混凝脆性。
  3. Durability ' s of the material such as permeability, heat - resistance, carbonation and steel bar - protection were tested. the bonding characters between anchoring material matrix and post - embedding steel bar, the matrix and the concrete structures were studied

    在植筋錨固長度足夠的條件下,混凝錨固漿的結強度大小直接決定了植筋錨固的控制荷載,成為受力的薄弱環節。
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