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laboratory model test中文是什么意思

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用"laboratory model test"造句"laboratory model test"怎么读"laboratory model test" in a sentence

中文翻译手机手机版

  • 模拟试验

例句与用法

  • There are two parts in this paper . the first part studies the deformation behavior of soft soil under embankment by laboratory model test . in the tests , we mainly considered a few factors , such as depth of soft soil , the magnitude and rate of loading , and its slope angle etc , which effected on the deformation of soft - soil foundation
    本文分为两个部分,第一部分是通过室内模型试验对路堤下软土地基的变形特性进行了再认识,在试验中考虑了软土层的厚度、荷载大小和加荷速率以及软土层的倾斜等几个因素对软土地基的侧向变形和竖向变形的影响。
  • But due to time limit and fund factor of foundation pit project and because test condition is hard to control , and due to test needs much fund and takes effect slowly , field in - situ test that is important to information design and construction is difficult to do . as effective research means , laboratory model test is used due to the following reasons : low cost , short test period , easy to do , test parameter flexible selected and easily to control
    但目前由子基坑工程工期、资金等诸多因素的限制,对信息化设计与施工有重要作用的现场原型试验因试验条件不易控制、投资大且见效慢而难以实施。室内模型试验因成本低、试验周期短、难度小、参数选择具有可控性和灵活性等优点被作为有效的研究手段。
  • Secondly , a study of one kind of composite soil nailing , that is , a combination of soil nails with waterproof cement - soil mixing pile wall , was carried out by laboratory model test , the retaining structures were modeled according to a similarity rule that geometric length of the structure is in inverse proportion to deformation duration of the structure and the staged excavation and retaining was carried out during experiment to simulate actual construction procedures in situ
    其次,通过模型试验研究了土钉与水泥土桩联合支护型式的变形、破坏形态以及作用原理。试验模型箱为无盖六面箱体,内空净尺寸长宽高为3 . 4m 1 . 0m 2 . 0m ,试验填料为重塑土,土钉采用硬质铝管。
  • Corresponding exploited computing procedures are introduced in this paper . furthermore , significant conclusions that can be applicable in practice are also summarized , after contrasting the datum from engineering instances and laboratory model tests , statistically analyzing the differences between dissimilar distributions of pile rigidity , different variance coefficients and various relativity , and probing into manifold factors determining the internal force distribution of pile capping beam and correlative principles
    最后,本文结合工程实例及模型试验结果,对几种地基土模型进行了比较计算,并对不同基桩刚度分布、不同变异系数,以及不同相关性等进行了大量的统计分析,对影响承台梁内力的各种影响因素及其规律进行了探讨,得出了一些可用于指导工程实践的重要结论。
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