沥青混凝土

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  • asphalt concrete;bituminous concrete
沥青混凝土沥青混凝土
  1. 1969年在混凝土板上铺设了51mm厚的沥青混凝土铺装层。

    In1969 a ( 51mm ) bituminous concrete overlay was placed on the concrete deck .

  2. 最后以160t智能沥青混凝土搅拌站为例进行了分析。

    At the end of this paper , the system of bituminous concrete mixer which has tonnage of 160 is taken for a example .

  3. 基于DSP的沥青混凝土摊铺机行驶系统数字控制器的硬件设计

    DSP-based Hardware Design for Digital Controller of Travel System on Asphalt Concrete Paver

  4. 碾压式沥青混凝土的渗透系数一般小于1×10~(-7)~10~(-8)cm/s;

    Its permeability coefficient is normally lower than 10-7 - 10-8cm / s.

  5. 沥青混凝土摊铺机Fuzzy-PID恒速控制

    Fuzzy-PID Control for the Constant-velocity Control System of Asphalt Paver

  6. 介绍了疲劳断裂力学中的Paris公式,并将其运用于含反射裂缝的沥青混凝土路面的疲劳寿命预测。

    The Paris law is used to predict the fatigue life of the AC pavement containing a reflective crack in the base .

  7. 增大碾压沥青混凝土心墙摊铺层厚度的试验研究SBS改性沥青的制备与性能

    Test on Increasing Placement Lift of Roller Compacted Asphalt - Concrete Core of Yele Dam Study on Modification of Asphalt

  8. 本文结合工程实际,简要讲述SBS改性沥青混凝土路面平整度的控制。

    An account of practice experience for the flat control of SBS modified asphalt pavement is given briefly in this paper .

  9. 从实践中探讨SBS改性沥青混凝土施工全过程的温度控制对路面使用性能的影响。

    The paper discussed a influence of temperature control to using performance of pavement during the construction of SBS modified asphalt concrete .

  10. 浅析GTM设计的沥青混凝土施工质量控制

    Concrete construction quality control by use of GTM technology

  11. 以此为基础,构建了机场沥青混凝土跑道道面的PCI预测模型,应用该模型能够较为准确地预测沥青混凝土跑道道面剩余使用寿命。

    On the basis of the two relations , a new PCI decreasing model was proposed to predict the remaining life of the asphalt concrete pavement of airport runway , and has been successfully applied in SHIA .

  12. 为了提高旧水泥混凝土路面的承载能力和防止出现反射裂缝,用热拌沥青混凝土罩面层并设置SAMI层的修补技术常被使用。

    To improve the bearing capacity of old cement concrete pavement and prevent reflective cracking , HMA overlay with SAMI has been used in some highways .

  13. 超薄层沥青混凝土SAC-10矿料级配比较试验研究

    Comparison testing research on aggregate gradation of ultra - thin layer asphalt concrete SAC-10

  14. 用于薄层罩面的AC-10沥青混凝土级配组成及路用性能的研究

    Gradation Composition of the AC-10 Asphalt Concrete of the Thin Overlay and Research of Pavement Performance

  15. ASTEC连续式双滚筒沥青混凝土拌和设备被允许在广东高速公路推广使用

    ASTEC Continuous dual drums asphalt mixing equipment is permitted to use in expressway construction Guangdong province

  16. 利用国内比较先进的MTS试验仪,对河南省典型沥青混凝土面层材料进行了大量的试验,提出了河南省沥青混凝土面层材料设计参数推荐参考值。

    After a mass of experiments for bituminous concrete surface course materials making use of MTS test apparatus which is advanced in our country , Henan province 's bituminous concrete surface course materials design parameters reference is recommended .

  17. b.地基回弹模量每增高20MPa,水泥混凝土路面各项费用总现值可节约5.27%,而沥青混凝土路面仅节约1.65%。

    For each 20 MPa increase of resilience modulus of subgrade : the saving of present worth of all the costs of cement concrete pavement may reach 5.27 % , while that of bituminous concrete Pavement is only 1.65 % .

  18. RCC-AC复合式路面是将沥青混凝土面层与碾压混凝土板采用特殊技术有机地组合在一起的一种路面结构。

    RCC-AC composite pavement is a pavement structure using a special technique to combine the asphalt concrete surface with the rolled concrete plate used as a base in a proper way .

  19. 在我国,近年来建设的一批高土石坝,大都建在深厚不均匀覆盖层地基上,如冶勒水电站沥青混凝土心墙坝,其覆盖层最大深度大约420m。

    In recent years , some asphalt concrete core rockfill dams are built on non-uniform thick overburden cover , such as Yele Hydropower Station , the depth of overburden cover is about 420m .

  20. 介绍了ACP3000型沥青混凝土拌和设备燃油供给系统改造过程,以及生产过程中应注意的几个问题。

    The paper introduces course of reconstruction of fuel oil supply system of ACP3000 asphalt concrete mixing equipment and some problems which should be paid attention to in producing course .

  21. 针对LTU125A沥青混凝土自动摊铺机项目的总体要求和技术指标,分别介绍了自动摊铺机控制系统各部分的组成和设计方法。

    According to the main requirements and technical aims of LTU125A asphalt concrete automatic paver , this paper presents each component and its design method of control system for automatic paver .

  22. 原因是由于土工格栅的加入,使原本由沥青混凝土加铺层承担的应力由G-AC层承担了较大部分;增加土工格栅模量能够减小裂缝尖端点的应力,但其效果并不明显。

    The reason is : because of the addition of the geogrid , a large part of stresses originally undertaken by the overlay are now undertaken by G-AC layer . Increasing the modulus of geogrid can reduce the stresses around the crack tip , but its effect is not obvious .

  23. 半柔性水泥乳化沥青混凝土结合料用量研究

    Study on the content of binder of the cement-emulsified asphalt concrete

  24. 军用机场沥青混凝土道面交通量换算

    Conversion of Traffic Volumes on Asphalt Concrete Pavement for Military Airport

  25. 几种材料在南谷洞水库沥青混凝土面板处理中的应用

    Several Materials in Dealing With Asphalt Concrete Panel of Nan-gu-dong Reservoir

  26. 广义相对论中荷电的晚期恒星导电沥青混凝土的制备研究

    THE CHARGED PORS-STAR IN G. R. Preparation of Electrically Conductive Asphalt

  27. 沥青混凝土路面下面层的施工工艺及质量控制

    Construction Technology and Quality Control of Base Course of Asphalt Pavement

  28. 菏东一级公路沥青混凝土路面施工技术

    Construction Technology of Bituminous Concrete Pavement of Hedong First grade Highway

  29. 机场沥青混凝土道面剩余寿命预测方法研究

    Prediction Model of Remaining Life for Asphalt Concrete Pavement of Runway

  30. 橡胶粉改性沥青混凝土的性能评价和施工工艺措施研究

    Performance Evaluation and Construction Techniques of Crumb Rubber Modified Asphalt Concrete