best pile 中文意思是什麼

best pile 解釋
優良羊毛
  • best : adj 〈good 和 well 的最高級〉 （opp worst） 1 最好的。2 最合適的。3 最多的，大部分的。4 〈口語〉...
  • pile : n 1 軟毛，絨毛；毛茸。2 （布、絨的）軟面。vt 使起絨。adj d 有絨毛的。n 痔瘡；〈pl 〉痔。 blind pi...
  1. Bundled in padded boots, a knit cap and layers of sweaters, li xiulan says that for all of her 73 winters in china ' s frigid northeast, her best weapon against the biting cold has been a pile of bricks

    腳蹬棉鞋、頭戴絨線帽、身穿幾件毛衣的李秀蘭說，在中國東北整整73個寒冬里，她抵禦嚴寒的最好武器是一炕土坯/磚頭。
  2. In order to make the pile driving easy, the smooth silt bottom or smooth mud bottom is the best, but the ooze bottom is certain

    以平坦的泥底和泥沙底最好，軟泥底也可以，這種底質打樁容易，但硬質底也可以，不能打樁可以下砣石坐樁。
  3. C ) according the difference of geological condition and construction condition, this thesis select the best support among cantilever supporting pile, one - anchored supporting pile and soil nails support

    C ）根據不同的工程地質和施工條件，優選懸臂支護樁、單層錨桿支護樁、土釘支護系列中的一種支護方案。
  4. Considering the difference of geological condition and construction condition, the thesis select the best form to save the money and make the work in security. a ) the pile support : according cantilever supporting pile, one - anchored supporting pile, the thesis compile a series of program with the method of criterion

    本文針對黃土地區懸臂支護樁、單層錨桿支護樁、土釘支護等不同的支護方案，優選了支護方法和結構形式，考慮了不同的地質條件和施工條件情況下，採用相應較合理的支護方案以達到安全可靠和經濟的目的。
  5. Firstly, the theory of compound foundation and pile foundation are summarized in this paper. the finite element, displacement models and computational program are introduced, then how such factors as the stiffness of pile, the ratio of length and radius of the pile & replacement ratio influence the settlement of compound foundation are analyzed. there has the best modulus of pile, the best of the length & replacement ratio and some data have been obtained

    首先總結了復合地基和樁基的理論和設計計算方法，對有限單元和位移模式以及有限元計算程序進行了介紹，然後分析了樁的剛度、長徑比、置換率等因素對復合地基沉降的影響，證實了帶承臺復合地基存在最佳樁土模量比、最佳長徑比和最佳置換率，並得出了相應的數值可供工程實踐參考。
  6. Changing the grading of sic particles not only affects the strength and pile density, but also modifies the phase compositions and microstructure of the material. with the reducing of sic particles, the strength of the material increases obviously. the nitrification scheme has the greatest influence on phase compositions and microstructure " of si3n4 ( si2on2 ) - sic, after two continuous nitrification reacting peak and short - time high - temperature treating, the best properties can be obtained ; and the residual strength of the composite is much higher after the thermal shock resistance test, which shows that the material possesses excellent thermal shock resistance

    本論文較全面地探討促進強度和顯微結構良好的si _ 3n _ 4 （ si _ 2on _ 2 ）結合相的實驗條件，實驗數據顯示：引入適量的燒結助劑能夠促進si _ 3n _ 4 （ si _ 2on _ 2 ）的生成和晶粒的長大，而過量時，其促進作用反而下降；隨著si粉加入量增加，生成的結合相明顯增多，復合材料的性能顯著提高；改變sic顆粒級配不僅影響復合材料的強度與堆積密度，而且對復合材料的物相與顯微結構也有影響，隨著顆粒逐漸細化，材料的強度有較大的提高；對復合材料的強度、物相與顯微結構影響最大的是氮化制度，經過兩個氮化高峰連續的反應和短時間的高溫后處理得到的復合材料性能最好；通過抗熱震性能實驗后復合材料的殘余強度較高，顯示出較好的抗熱震性能。
  7. It is best that the stiffness ratio of ring beam to pile is 2 to 3. we think over burying depth of piles is 30 % of the whole length when ring beam existing. but it is necessary to decide according to the quality of soil layers and types of piles

    圈樑與樁的剛度比為2 3為最佳，有圈樑時樁的入土深度可以考慮占總樁長的30 ，但需要根據具體的土層性質和樁的類型斟酌而定。
  8. According the data of actual project and integrating the approximately earth pressure of loess area, this thesis compile a series of lanzhou loess area support program with c + + and the method of criterion. analyzed and calculated many actual projects with the program, monitoring the procedure and collecting the data in some works to perfect the program and work hard to make it to sale. according cantilever supporting pile, one - anchored supporting pile and soil nails support of loess area, this thesis select the best support method and structure form

    本文從實際工程出發，根據規范中的極限荷載設計法結合黃土地區深基坑的近似實際土壓力分佈情況，用c + +語言編制一套適合蘭州地區黃土深基坑支護的計算機輔助設計程序，用本程序分析計算了多個實際工程，並在這些實際工程的基坑開挖過程中實行信息監測，收集有關數據以回歸檢驗研究成果以及完善這套程序，使其能真正的應用到實際工程，并力爭使其商品化。
  9. And the best scheme among them has been proposed. in the last, with design opt of ansys, assigning roof plate ' s and base plate ' s thickness as design variables, making them meet the constraints of displacement of roof plate and base plate, and assigning the maximum stress of the structure as the goal function, the pile - boots structure has been optimized

    最後利用ansys自帶的優化求解器designopt ，以對樁靴結構強度和變形影響較大的頂板和底板厚度為設計變量，在滿足重要部件?頂板和底板豎向位移的約束條件下，把結構的最大等效應力設為目標函數，採用一階優化方法，對樁靴結構進行了優化設計，並得到了最優解。
  10. When pile up the roller in the wall or ( carriage vertixally ), the best gradient is 5 - 8

    輥棒靠墻（或支撐架）豎直堆放時，傾斜角度5 - 8度為宜。
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