The so-called big, generally refers to more than rock mineral content of 88% asphalt content.
含量大的含义，一般是指矿物含量超过岩沥青含量的88%。
The inspecting value of sample for asphalt content sampling of asphalt mix is normal distribution.
沥青混合料沥青含量抽样检测的样本检测值服从正态分布。
The asphalt content is one of the most important control targets in the production of the asphalt concrete.
沥青含量是沥青混凝土生产中最主要的控制指标之一。
Results and analyses show that the use of the additives will increase the optimum asphalt content by about 0.
试验结果与分析表明，各种添加剂的掺入将使最佳沥青用量增加约0。
These factors considered were asphalt content, confining pressure, temperature and frequency of dynamic force.
本文中所考虑的因素有沥青含量、应力状态、温度及动力的频率。
Stable conductive performance can be achieved by controlled graphite content and asphalt content and increasing the compact degree.
通过控制沥青用量和石墨用量，增加沥青混凝土的压实度，可获得稳定的导电性能。
Test results indicate that void ratio, asphalt content and density have great influence on road usage performance of recycle asphalt mixture.
试验结果表明，空隙率、沥青含量和密度对再生沥青混合料路用性能影响很大。
Then, it makes target mixture proportion design to study on the aggregate scope, optimum asphalt content of mixture, the temperature and time of curing.
进行了环氧沥青混合料目标配合比设计，确定了矿料的级配范围、混合料的最佳油石比以及高温固化温度、时间等参数。
From this analysis, it appears that the interaction of asphalt content and fine gradation has the most significant effect on the percentage of air voids.
从这分析，看起来，沥青内容和美好的渐进性的互作用有最重大的作用在空气空隙的百分比。
Based on the experiment results on three kinds of open graded ATPB, it is concluded that asphalt content should be above 2.5% and porosity should be above 18%.
本文经对三种开级配的沥青稳定碎石进行了试验研究，得出ATPB的沥青用量应在2.5%以上，空隙率在18%以上的结论。
An asphalt mixture base with a high void volume was designed by volume design procedure, and optimum asphalt content of mixture was determined by Marshall test.
采用体积法设计高空隙率的基体沥青混合料并通过马歇尔试验确定其最佳沥青用量；
Then, it makes target mixture proportion design to study on the aggregate gradation scope, optimum asphalt content of mixture, the temperature and time of curing.
然后，对确定配合比例的国产环氧沥青进行混合料目标配合比设计，确定了矿料的级配范围、混合料的最佳油石比以及高温固化温度、时间等参数。
It is pointed that with rock asphalt content increasing, its effectives wears off. When content increases from 20% to 25%, performance of mixture has little change.
研究认为，随着岩沥青掺量的增加，其对混合料路用性能的影响逐渐减弱，当掺量由20%增加到25%时，性能变化很小。
The pavement properties, such as thickness, compaction, void content, moisture content and asphalt content etc, are all obtained based on the study of pavement dielectric property.
同时，路面材料作为一种复合介质，建立其介电常数模型是研究复合介质介电特性的基础。
Segregation by the laboratory to simulate different levels of asphalt mixture, including the choice of method of gradation, asphalt content of the segregation level with the setting.
通过实验室内模拟不同离析程度的沥青混合料，包括级配的选择方法，各离析级配沥青含量的确定等。
This mix must be used high viscous asphalt to increase asphalt membrane thickness. The mix design is based on aggregate inter-lock method and use leakage test to determine asphalt content.
采用集料嵌挤方法进行级配设计，使用高粘度沥青增加沥青膜厚度，以析漏指标确定沥青用量，通过试验路提出大碎石沥青混合料柔性基层的施工工艺。
This paper analyzes in detail on the origins of the errors of the asphalt extracting test and the mixer plant, and puts forward some measures for reducing the errors of the asphalt content.
较详细地分析了沥青抽提试验误差、拌和楼系统误差的来源，提出了减少沥青含量误差的措施。
The different asphalt content mixtures are shaped at different compaction temperature, the relationship of compaction temperature to physical-mechanical parameters is researched in the paper.
对不同沥青含量的沥青混合料在不同击实温度下击实成型，研究击实温度与混合料各物理力学参数之间的相关关系。
Asphalt content errors in asphalt aggregate mainly come from metering errors, grading errors, mixing homogeneity and measurement errors. These influencing factors are analyzed in the article.
沥青混合料的沥青含量偏差主要来自生产时的计量误差、配比偏差、拌和均匀性及检测时的试验误差，文章对这些影响因素进行了分析。
The items of the quality testing were included the viscosity of recycling asphalt, asphalt content of reclaimed asphalt concrete materials, compaction, surface smoothness and placement temperature.
再生沥青混凝土质量检验项目包括再生沥青的黏度、刨除料含油量、压实度、路面平坦度与施工温度等。
By testing, the research on different content of coarse aggregate of asphalt mixture will show different stability in high temperature, will provide some reference for construction in future.
通过试验对不同粗集料含量的沥青混合料将表现出的不同的高温稳定性进行分析研究，可为今后的施工提供一定的参考。
However, adding different type and content of mineral fillers to asphalt binders could result in considerable changes in the engineering properties of asphalt mastic.
然而，向沥青结合料中添加不同种类及含量的矿物填料将造成沥青胶浆工程性质的显著改变。
This paper discusses the effects of RAP content on the performance of cold reclaimed asphalt mixture using asphalt emulsion through laboratory tests.
通过实验室试验，探讨RAP含量对乳化沥青冷再生混合料使用性能的影响。
The content of SBS in SBS modified asphalt can be determined by infared spectra to evaluate the pavement performance of SBS modified asphalt.
利用红外光谱法还可以测定SBS改性沥青中SBS的含量，从而评价SBS改性沥青的技术性能。
Group analysis of asphalt in BRA suggests that the content of the asphaltine is very high but the pectin content is lower compared with common oil asphalt.
沥青组分试验表明，跟普通石油沥青相比，该种岩沥青的沥青质含量很高而胶质含量较低。
Mix the foam asphalt mixture on the condition of different cement content and adding order, do splitting strength test and analyze the influence of the cement addition on its moisture sensitivity.
在水泥的不同掺量和不同添加顺序的条件下分别拌和泡沫沥青混合料，并进行劈裂强度试验，分析水泥的添加对其水稳定性的影响。
Mix the foam asphalt mixture on the condition of different cement content and adding order, do splitting strength test and analyze the influence of the cement addition on its moisture sensitivity.
在水泥的不同掺量和不同添加顺序的条件下分别拌和泡沫沥青混合料，并进行劈裂强度试验，分析水泥的添加对其水稳定性的影响。
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