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frost heave

"frost heave"的翻译和解释

例句与用法

  • The characteristics analysis on frost heaving of subgrade in the seasonally frozen ground region
    浅议高寒地区道路冻胀翻浆的防治方法
  • Experiment research on subgrade frost heaving of expressway in seasonally frozen soil region
    季节冻土区高速公路路基冻胀试验观测研究
  • The preventive treatments of the frost heaving of lining canals in seasonal frozen soil areas
    季冻地区路基中的水分迁移机理及处理措施
  • In the other side , since the frost heave is a strongly non - linear problem , the neural networks prediction model is established
    针对冻胀这一强非线性问题,相对于机理模型,建立了路基土冻胀的神经网络预报模型。
  • The study on frost heave is always a hot subject in the frozen soil research field , it has great difference in frost heave characteristics to each kind of soil
    土体冻胀一直是冻土研究领域的热门课题,不同性质土的冻胀特性有很大差异。
  • Test relating to pavements . frost behaviour . part 2 : frost heaving test of soils or granular treated or non treated materials with d inferior or equal a 20 mm
    路面试验.冻结性能.第2部分:直径小于等于20mm处理或未处理的管状材料或土壤的冻拔试验
  • By means of study on frost heave mechanics , the measures of frost heave prevention are discussed in today railway construction to different natural conditions
    通过对冻胀机理的研究,针对不同的自然条件,分别探讨了当今在铁路建设中广泛采用的防冻胀措施。
  • Through analyzing on the frost heave in the canal seepage control , this paper sums up the main factors influencing the frost heave of canal , and connecting with the practice , probes into some treating methods
    通过对渠道防渗中的冻胀问题进行分析,总结出影响渠道冻胀的主要因素,并结合实际情况,探讨了处理办法。
  • The slity soil has the greatest frost heave strength in all of soil and the aerolian sandy soil belongs to it , so it is necessary to the study on frost heave mechanics of aeolian sandy soil and measure of prevent frost heave in railway construction
    风积砂土属于粉质土,而粉质土的冻胀强度是最大的,因而对风积砂土的冻胀性及其对铁路危害的研究是非常有必要的。
  • The calculations show that the frost - heaving zone causes damage directly to an embankment , different sensitivity of frost - heaving zone will bring different damage , and the freezing zone under a pavement is a sensitive frost heaving zone
    结果表明:冻胀带的存在是引起路基病害的直接原因,不同冻胀带范围将引起路基产生不同类型及不同规模的破坏,位于路面以下的冻胀带属于敏感冻胀带范围。
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