粘性很足的 的英文怎麼說

中文拼音 [niánxìnghěnde]
粘性很足的 英文
c. sticky
  • : 粘動詞(粘附) glue; stick; paste; adhere to; bond
  • : Ⅰ名詞1 (性格) nature; character; disposition 2 (性能; 性質) property; quality 3 (性別) sex ...
  • : 副詞(表示程度相當高) very; quite; awfully
  • : Ⅰ名詞1 (腳; 腿) foot; leg 2 (姓氏) a surname Ⅱ形容詞(充足; 足夠) sufficient; ample; enough;...
  • : 4次方是 The fourth power of 2 is direction
  1. You are correct about the - 40c miscibility problems. the oil has to have a low pour point in order to flow and still have sufficient viscosity for the compressor lubrication

    你談到油在40度溶解問題是正確。油不得不具有有一個流動點(流(動)點:油或其他液體在規定條件下流動最低溫度) ,還需要有度作為壓縮機潤滑作用。
  2. Appraise the test scheme of dynamic consolidation of each test district before test and make optimization suggestions ; 4. the grain - size distrilidation of the underlayer of dynamic consolidation has great on consumption of the energy i, the better the dynamic consolidation effect is ; 5. the deformation effect of dynamic consolidation foundation is that not only the settlement deformation of foundation will decrease greatly after pounding, but residual settlement deformation in each test district are compared, it can be concluded that the deformation stability of foundation of the runway engineering of pu - dong airport can satisfy the design requirment through dynamic consolidation according to optimized test scheme. but the underlayer of dynamic consolidation should be made when pounding

    論文主要工作和研究認識如下: ( 1 )確定必要強夯施工參數; ( 2 )對既有砂土又有土地基最佳夯擊次數確定方法進行了探討; ( 3 )對試驗前各試驗小區強夯試驗方案進行了評價,並提出了優化建議; ( 4 )強夯墊層材料級配對夯擊能消耗有大影響,級配好墊層對夯擊能傳遞比級配差墊層效果好; ( 5 )強夯地基變形效應主要是指夯后地基不但沉降變形會大幅度降低,而且剩餘沉降變形會緩慢地發生; ( 6 )在比較各試驗小區變形穩定后,按照優化后試驗方案進行強夯處理,則浦東機場場道工程地基變形穩定能滿設計要求,但須在處理時施加強夯墊層。
  3. 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低液限粉土其粒含量極低、土不均勻系數小、膠體活工程特,通過採用不同方法穩定該類土作底基層材料力學能研究,從技術、經濟角度綜合評價,得到滿規范抗壓強度指標要求水泥石灰穩定方案。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早期及長期縮裂程度,從而提高了路面耐久
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