asphalt content

Stability of asphalt content gauge with neutrons is discussed. Asphalt content s in some conditions are measured and compared with the chemical method.

研究了中子法测沥青含量测试箱的稳定性，测量了几种情况下的沥青混合料中的沥青含量，并与离心分离法作了比较。

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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。

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Engineering properties of the asphalt mastic such as penetration, penetration index, softening point, ductility, and viscosity were observed as a function of type and content of mineral filler used.

通过试验，得到了沥青胶浆针入度、针入度指数、软化点、延度及粘度等工程性质对应于不同添加剂种类及含量的函数关系。

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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气氛空隙的百分比。

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Artist Er Bao Rui Who Scored A New Page In The Area Of World Wax Work The Cause on Experiment Deflection of Asphalt Waxwork Content and Experiment Improvement

金色阳光为谁而灿烂&谱写世界蜡像艺术新篇章的艺术家尔宝瑞沥青含蜡量试验（蒸馏法）误差原因及改进

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Optimum Asphalt Content Data Processing System Based on VBA

基于VBA的沥青最佳用量数据处理系统

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And through performance tests with the differentasphalt content, the optimum asphalt content is confirmed.

并通过对不同沥青用量的性能研究, 确定了综合性能最优的沥青用量.

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On the comparison of different design methods of asphalt emulsion content, general design method in China Micro-Surfacing construction was discussed.

通过对乳化沥青用量不同设计方法的比较，探讨中国普遍采用的设计方法在施工中的应用。

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At last, gradation with the skeleton dense built-in structure is addressed. Secondly, large scale Marshall Compaction test and vibratory molding method are used to ascertain asphalt content of LSAM.

其次，分别利用大马歇尔击实试验和振动成型击实试验确定大粒径沥青碎石混合料最佳沥青用量。

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Aiming at anti-slide performance and anti-seepage performance in pavement performance we measured the texture depth and water permeability coefficient. Finally, we researched on interlaminar shear strength between the micro surfacing and pavement using the determined gradation and the optimum emulsified asphalt content.

路用性能测试主要针对抗滑性能和防渗水性能进行了构造深度和渗水系数的测定。最后，采用确定的级配和最佳改性乳化沥青用量，研究微表处与原路面的层间剪切性能。

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Results of tests and analysis show that engineering performance is best while the ratio of filler to bitumen is 1.3, choosing diabase, SBS modified asphalt, cement and coarse aggregate content is 65%.

试验及分析结果表明：当为粉胶比1.3+辉绿岩+SBS改性沥青+水泥+粗集料含量65%的组合时，超薄沥青混凝土的工程性能最好。

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with the rotary compaction testing to determine the sbs modified asphalt mixture optimum asphalt content.

借助旋转压实试验确定了SBS改性沥青混合料的最佳沥青用量。

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Determination of Best Asphalt Content in Asphalt Stabilized Macadam Base Mixture

沥青稳定碎石基层混合料最佳沥青用量的确定

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The gradation and asphalt content are the important control parameters in the design of asphalt mixture.

级配和油石比是沥青混合料设计的重要控制指标.

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Under different test temperature, modification effect of Epoxy resin and its content was judged upon viscous-elastic characters of asphalt mixtures.

在不同的试验温度下，考察了环氧树脂及其用量对沥青混合料粘弹特性的影响效果。

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Experiment measurement and comparison of stability of asphalt content gauge with neutrons

中子法沥青含量测试箱稳定性的实验测量及对比

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Compare of Methods Determining Asphalt Content in Asphalt Treated Macadam

沥青稳定碎石沥青用量确定方法的比较

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