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laboratory model中文是什么意思

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

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  • 实验室模型

例句与用法

  • Using a laboratory model that simulates digestion in the stomach and small intestine , ferruzzi tested green tea with a number of additives , including juices and creamers
    费鲁齐用实验模型来模拟胃和小肠消化功能,向绿茶中放一些添加剂如果汁和奶盖来测试绿茶。
  • University of chicago chemists have demonstrated for the first time how to use a simple laboratory model consisting of only a few chemical reactions to predict when and where blood clotting will occur
    芝加哥大学的化学家们首次展示了如何使用一个简单的只有几步化学反应的实验室模型来预测血液会在何时何处发生凝固。
  • Engineering properties of this new type of fill material are discussed on the basis of laboratory modeling , field measurement and results of testing , thus laying a solid foundation for application of cement solidified soil in the core structure of cofferdams
    根据室内成型试验、现场监测与检测结果探讨了水泥固化土新材料的工程特性等,为水泥固化土新材料在围埝堤心结构中应用打下了坚实的基础。
  • On the basis of predecessor work , the thesis developed fem program of the pile under lateral load , which is based on winker ground model , and m method is introduced into fem program . the calculation values is closed to the results of field and laboratory model experiment , the finite elment method is verified
    在前人所做工作的基础上编制了基于文克尔地基模型的有限元计算程序,将水平承载桩的“ m法”引入计算程序中,并用现场试验资料和本文的模型试验结果与数值计算结果进行了对比,结果表明较为吻合,验证了程序分析pcc桩水平承载的正确性和可靠性。
  • 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。
  • Finally , to consider the effect of the compression of the approach embankment to the determination of the tolerable differential settlement , this paper , considering the flexible pavement as viscoelastic multilayers and dividing the moving traffic load into fourier series , presents the formulation and the application of a combination of transfer matrix and laplace transform and fourier transform approach to evaluate dynamic response of the flexible pavement subjected to a moving traffic load under modified plain - strain condition . the predictive capability of the model are verified by the laboratory model
    为了考虑车路耦合对路桥过渡段容许差异沉降确定的影响,本文将柔性路面视作粘弹性体层状体系,采用修正的平面应变模型,将移动的车辆荷载用傅立叶级数展开,用传递矩阵配拉氏变换和傅立叶变换法进行了移动荷载作用下柔性路面动力响应分析,并用模型试验证明了理论分析结果的正确性。
  • 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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