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实质量的英文

  • real mass

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  • 例句与用法
  • Measurement techniques ' improvement of earth density
    路基填土压实质量检测技术改进
  • Geogauge testing method for compacted quality of roadbed
    土体刚度仪在路基压实质量检测中的应用
  • Substance over form
    实质量于形式
  • Checking of quality of earth - fill compaction and analysis for compaction machine assembling system
    填土压实质量检测及机载压实集成系统分析
  • Simultaneously , the quality control method for the compaction , the construction technologies and measures and the roller - compacted parameters are studied and optimized , in this way the investment is saved at last
    同时,制订了压实质量控制方法,研究和改进了填筑的施工工艺和措施,优化了大坝体型及施工碾压参数,节约了投资。
  • Based on the laboratory tests , the influences of two subgrade compaction controlling index to the subgrade stability were compared , and a conclusion was obtained that it is feasible to control the quality of subgrae compaction by air rate
    摘要从室内试验出发,对比了国内外两种路基压实控制指标对路基稳定性的影响,得出了采用空气率控制路基压实质量的可行性结论。
  • In this paper , first discussed are the corresponding results in highway and dam constructions and the engineering characters of rock - fills are deeply analyzed , especially the relationships between gradation , strength and maximum dry density , long - term stability of fillers including earth - fillers and rock - fillers and some conclusions of use are drawn . by in - situ tests and researches on compacting mechanism of high - filled rock embankments , effecting factors on compaction , construction technology and shock compacting technology , obtained in this paper are the compacting technology of high - filled rock embankment and the optimal parameters of rolling compaction . by deeply research on the theory and methods of quality control of high - filled embankment , settled are the questions as quality detection method and control standard of high - filled rock embankment
    本文首先总结和分析了国内外公路和坝工行业已有的相关成果,深入探讨了填石料的工程性质与最大干密度、长期稳定性等之间的关系,得到了一些有益的结论;通过现场试验路堤的试验和对高填石路堤压实机理、填石路堤压实效果影响因素、施工工艺和冲击压实技术等研究,解决高填石路堤压实工艺和最优碾压参数控制等技术问题;通过深入研究填石路堤压实质量控制原理和方法,解决高填石路堤压实质量检测方法和控制标准技术难题;解决高填石路堤沉降观测技术问题,并根据沉降观测结果研究高填石路堤地基和路堤沉降变化规律,得到了能预测沉降变化规律的“龚帕斯”成长曲线预测模型;根据工程实际,深入研究了边坡稳定性的影响因素,得到了有益的结论。
  • This paper conbined with the indoor test and the scene test road , through the synthetical analysis of the factors of influencing densification effect for the densification thickness of filling stone roadbed . the maximum grain size of fill material , densification machinery and densification frequency et al . advanced a control norm of the maximum grain size and piy of compression , established ration evaluating the control standard of densification quality of filling stone roadbed under overload . comparing with result of indoor test and the scene test road , studied on theory of densification in different kinds of stone material and perfected the control system of the densification of filling stone roadbed under overload
    结合室内试验和现场试验路的实测数据,通过对填石路基的压实厚度,填料最大粒径,压实机械及压实遍数等影响压实效果的因素的综合分析,提出填石路基的最大粒径和摊铺厚度的控制指标,建立定量评定超重载交通下填石路基压实质量的控制标准,并对照室内试验和现场试验结果,研究不同石料条件下的压实理论,补充完善了填石路基压实控制指标体系。
  • On the basis of field investigation and a lot of tests , the paper detailed researches the engineering geology properties of xigeda filling material . the distinction of the modulus of resilience was analyzed , and the influence of the intrinsic factors including moisture content , dry density , mudstone content and the external factors including compaction mode , paving thickness were adequately discussed . based on the researching how various factors influence the road compaction effectiveness , the author studied the relationship between modulus of resilience and roadbed compaction quality index , connected the compactness with modulus , and listed the data of the modulus in the various compaction area
    基于此,本论文在大量现场调查、室内外试验资料基础上,详细研究了昔格达填料的工程地质性质;通过路基回弹模量特征的研究,充分阐述了含水量、干密度、泥岩含量等“内因” ,及压实方式、松铺厚度等“外因”对路基模量值的影响;在分析众多因素对路基压实效果影响的基础上,开展了回弹模量与路基压实质量指标间关系的研究,进而把现场压实度与现场回弹模量有机的联系起来,给定了不同压实区间对应的模量值。
  • To discuss farther the relation between compaction and deformability , moreover bring forward the reasonable method of roadbed compaction quality detection , the writer used the settlement data of the roadbed to validate father the correctness of the modulus value ; and demonstrated that it was not reasonable that the compactness is regarded as the only index representing compaction quality in the criterion , and demonstrated that the modulus of resilience is a credible index which represents compaction quality by contrasting the deformability of roadbed modes in the different compacted condition
    为了进一步探讨路基压实与变形之间的关系,从而确定有效的路基压实质量检测方法,论文以昔格达填料路堤沉降监测资料为依据验证了路基模量取值的正确性,通过不同压实状态下路基变形性的对比,论证了规范中仅以压实度控制路基压实质量存在弊端,提出了路基填筑层模量是控制路基压实质量的可靠指标。
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