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次固结系数的英文

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"次固结系数"怎么读用"次固结系数"造句

英文翻译手机手机版

  • coefficient of secondary consolidation

例句与用法

  • Coefficient of secondary consolidation
    次固结系数
  • Authors adopted an average secondary consolidation coefficient in settlement calculation of peal foundation in order to make results more reliable
    为了使沉降计算更可靠,建议泥炭地基的沉降计算采用平均次固结系数
  • There is certain relation between the secondary consolidation coefficient and the secondary primary settlement ratio , that is , when the secondary primary settlement ratio is less than 1 , variation of secondary consolidation coefficient is very small , which even can be neglected ; with the increase of the secondary primary settlement ratio , variation of secondary consolidation coefficient increases at the same time
    次固结系数与土的次主沉降比有一定关系,对于次主沉降比小于1的土,次固结系数变化很小,可以忽略不计;随着次主沉降比的增大,次固结系数的变化也增大。
  • It was shown that there were many factors impacting on the creep characteristics of soils , such as the initial degree of consolidation , drainage condition , load ratios and so on ; and the relationship between coefficient of secondary consolidation and consolidation pressure depended on preconsoildation pressure and load ratios in the test
    结果表明:软土的蠕变特性与多种因素有关,包括土体的初始固结度、土层排水条件、加荷比等:次固结系数与固结压力的关系取决于土体的先期固结压力和试验中的加荷比。
  • Based on the new model , the influences caused by soil structure , apparent preconsolidation pressure , the re - compression index , the coefficient of secondary compression , the magnitude of loading , the coefficient of permeability , the rate of loading , the thickness of clay , the self - weight , the layered property etc , in the process consolidation of soil with structure , are analyzed in detail . the difference between the present model and yin & graham model was also given
    基于本文新建模型,分析论述土结构性、表观前期固结压力、再压缩系数、次固结系数、荷载增量大小、渗透系数、加荷速率、固结层厚度、自重应力随深度变化和土体成层性等对土固结的影响,比较本文模型与yin & graham模型的异同,阐述土结构性和流变性对软土固结压缩行为的影响。
用"次固结系数"造句  
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