void test 中文意思是什麼

void test 解釋
空隙測定；空白試驗
  • void : adj 1 空的，空虛的，沒人住的；（職位）空缺著的。2 沒有的，缺乏的 （of ）。3 〈詩〉無益的；【法律...
  • test : n 1 檢驗，檢查；考查；測驗；考試；考驗。2 檢驗用品；試金石；【化學】試藥；（判斷的）標準。3 【化...
  1. Standard test method for carbon black - void volume

    炭黑壓縮容積指數的標準試驗方法
  2. The following conclusions are gained : ( 1 ) the located shear band prongs the ligament near the top crack tip and the structure may occur shear - mode fracture at the angle of 155 ? to crack when load is 87. 92mpa ; the mode of fracture of the flange joint structure is not possible to be void - mode ; ( 2 ) it is proved that loading and then unloading repeatedly can not increase the possibility of invalidation of the structure when the times of loading and unloading are not too more when load is operating pressure ; the structure is safe when the vessel is operating ; ( 3 ) in the fe model of the thesis, not considering the influence of water pressure test which is in the process of fabrication of vessel in fe results in larger deviation in analysi

    得出了以下結論：在8792mpa的載荷下筒體一封頭連接結構處的集中剪切帶貫穿韌帶，可能發生沿與原裂紋線成155 「角方向剪切型斷裂；筒體一封頭連接結構不可能發生韌窩型斷裂； （ 2 ）在工作壓力下進行次數不多的反復加、卸載，結構不會破壞，也不會喪失安定性：結構在工作狀態下是安全的； m在本文的彈塑性有限元模擬計算中，對于裂紋尖端進行力學分析時，不考慮壓力容器製造過程中水壓試驗的影響，將導致計算結果出現較大的偏差； （ 4 ）筒體完全屈服時的載荷為92石3mpa ，封頭完全屈服時載荷為86
  3. Bituminous mixtures - test methods for hot mix asphalt - part 8 : determination of void characteristics of bituminous specimens

    瀝清混合物.熱拌瀝清混合料試驗.第8部分:瀝青樣件孔隙特徵的測定
  4. Admixtures for concrete, mortar and grout - test methods - part 11 : determination of air void characteristics in hardened concrete ; german version en 480 - 11 : 2005

    混凝土灰漿和灌漿混合料.試驗方法.第11部分:固化混
  5. If asphalt concrete specimen is in stabilization by exert confining stress before the static triaxial test, it is then found that under the condition that time is long enough, the volume of the specimen will shorten gradually and stable around a fixed value, and the amount of compression is essentially the half of the volume of void itself. it is also found that in stabilization by exert confining stress the linear phrase will be shorten in the figure of the static triaxial test of specimen, while the initial tangent modulus will be augment. 3

    在進行靜三軸試驗以前先對瀝青混凝土試件進行圍壓穩定，發現在時間足夠長的條件下，試件的體積會逐漸縮小，並逐漸穩定在某一定值，其壓縮量基本上為其本身孔隙體積的一半；經圍壓穩定后的試件靜三軸試驗曲線上的線性階段明顯縮短，而初始切線模量增大。
  6. The research findings solved the difficult problem of project, the test is first to study xigeda strata use to roadbed carrier, nearly millions xigeda strata can use in build, save investment and reduce occupation land, accelerate build speed, fill - up void that the xigeda strata use expressway filling material

    仁述成果解決j一工程急需的問題，沿線近百力方的昔格達挖方可直接應用於西攀高速公路建設，同時也可以填補著名的易滑地層?昔格達地層用於高速公路路堤的空白，它可以節省投資，少佔農業用地，加快工程建設，對于西攀高速公路的早日建成具有重要意義。
  7. Abstract : in this paper, the relation between the void in mineral aggregate ( vma ) and bituminous mixture capability are analyzed. the void in mineral aggregate is calculated based on the compose - parameter of bituminous mixture. the paper presents the method of proportioning design that controls the void in mineral aggregate, and the result has been checked out by marshall test and wheel tract test

    文摘:分析了礦料間隙率對瀝青混合料路用性能的影響規律.計算了各種混合料組成參數時礦料間隙率的大小.提出了通過控制礦料間隙率來進行瀝青混合料配合比設計的方法，並通過馬歇爾實驗和車轍實驗來加以檢驗
  8. First of all, some improvements have been carried out on the test equipment in order to void the singularities when the magnetic force is tested

    首先，為了克服電磁閥測試裝置在對電磁力進行測量時容易出現的不正常現象，對測力裝置進行了改進設計。
  9. Based on uniaxial penetrating test, the effects of aggregate gradation, aggregate physical properties, asphalt binder properties, asphalt content, air void and homogeneity on shear resistance of asphalt mixture were investigated directly at 60

    摘要為了研究瀝青混合料抗剪強度的影響因素，基於單軸貫入試驗，在溫度為60時，直接對集料級配、集料性質、瀝青性質、含油量、空隙率以及均勻對瀝青混合料抗剪強度的影響進行研究。
  10. Standard test method for measuring groove and void depth in passenger car tires

    轎車輪胎中凹槽及孔隙深度測定的標準試驗方法
  11. A model test was designed to simulate the consolidation process of warping soil, the validity of theoretical equation and the solution methods presented in this study. actual measurements for excess pore - pressure, void ratio and settlement - time curves all showed good agreement with the corresponding computed values

    將理論計算的超孔隙水壓力、孔隙比、沉降-時間曲線和根據實測數據計算的這些量進行比較分析，說明文中建立的滲壓作用下的有限應變固結理論模型及求解方法的合理性。
  12. Standard test methods for uncompacted void content of fine aggregate as influenced by particle shape, surface texture, and grading

    細集料中未壓實空隙率的標準試驗方法
  13. The osmotic pressure test was developed to determine the unknown, finite strain consolidation coefficient and convection coefficient in the mathematical model. the two coefficients both varied with effective stress and depth and were functions of initial void ratio, compressibility, permeability and permeability derivative along depth. a precise time step integration method was proposed to solve the finite strain osmotic consolidation equation with varied coefficients

    設計滲壓固結試驗確定理論模型中的待定系數有限應變固結系數和有限應變固結對流項系數，這兩個系數均為隨有效應力和土層深度變化的量，並且體現軟土初始孔隙比，壓縮性、滲透性及其沿深度變化等因素的綜合影響。
  14. Standard test method for determining change in groove or void depth with distance traveled for passenger car tires

    測量客車隨行駛距離引起的輪胎槽
  15. Standard test method for microscopical determination of parameters of the air - void system in hardened concrete

    顯微法測定硬化混凝土中孔隙系統參數的標準試驗方法
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