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碳化深度的英文

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"碳化深度"怎么读用"碳化深度"造句

英文翻译手机手机版

  • carbonation depth
  • depth of carbonation

例句与用法

  • Testing for a unit root in time series with tarch - skew - t errors
    混凝土碳化深度随机时间序列预报模型
  • Analysis of filter carbonization depth of type concrete beam with wind pressure acceleration
    型混凝土梁渗透碳化深度分析
  • The concrete strength of some beam , slab and column , carbonization depth and deformation of elements are mainly checked - up
    其次,现场抽样详细检测了部分梁、板、柱的混凝土强度、混凝土碳化深度、构件变形等。
  • The law of subside and incline is got . the rust degree of the reinforcing steel bar and the intensity and the depth of carbonization of the concrete are examined
    如确定南熏楼的沉降和倾斜规律,检测钢筋的锈蚀性,检测混凝土强度以及碳化深度等等。
  • The mechanism and influencing factors of concrete carbonation are analyzed , and various predictive models of concrete carbonation depth are discussed
    摘要分析混凝土碳化机理和影响因素,总结混凝土碳化深度的多种预测模型,并根据工程实例对碳化模型进行比对和分析。
  • For the inland common industry buildings under the general weather condition , the predictive model of concrete carbonation depth based on the concrete compressive strength is preferable to predict con crete carbonation depth , which is tested by the practical engineering
    经工程实例验证,得出在一般气候条件下,内陆地区的普通工业建筑采用基于混凝土抗压强度的混凝土碳化深度预测模型,进行预测其碳化深度较为适合。
  • Then , the half - carbonated zone ( transition zone ) phenomenon is mentioned and verified by way of using xrd & tg , thus giving contradictor of the existence between the half - carbonated zone and the premise of phenolphthalein test method - no existing obvious transition zone between carbonated area and non - carbonated area
    试验结果证明:在混凝土碳化区和未碳化区之间存在着部分碳化区,而这一中间过渡区域的存在可能使得目前普遍采用的酚酞( phenolphthalein )试剂测定碳化深度的方法易产生误差。
  • 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
    由于实际工程中的混凝土结构均承受不同类型的荷载和带有不同宽度的微裂缝,故本文考虑选取外荷载引起的压应力对普通混凝土渗透性的影响,弯曲应力对砂浆、净浆碳化深度的的影响以及在带有裂缝状态下水泥基材料的渗透和自愈现象开展了部分实验研究,同时通过对混凝土、砂浆及净浆系列水泥基试件的碳化和渗透实验比较,从微观角度对碳化和渗透、自愈现象的一些机理也做了初步研究。
  • Finally , the paper presents the grey connection theory , gm ( 1 , n ) grey modelling theory , gm ( 1 , 1 ) prediction model theory which respectively resolve such aspects : theory of correlative degree related to the influence of the carbonization depth , establishing the model of carbonization depths , modelling theory of estimating carbonization depths . and they achieve a better result with high precision
    最后,本研究采用灰色系统理论的关联度分析、 gm ( 1 , n )建模理论、 gm ( 1 , 1 )预测模型理论三种方法,分别对碳化影响因素与碳化深度的关联度、碳化深度间模型、碳化深度预测加以分析,分析结果与实际情况较为接近。
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