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compaction相关的网络例句

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与 compaction 相关的网络例句 [注:此内容来源于网络,仅供参考]

Based upon analysis of the factors influencing the compaction quality of backfilled soil such as compaction work ,moisture content of soil and thickness of soil layers,two dry density inspection methods are introduced: ring simpler method and sand cone method,in order to ensure compaction quality of backfilled soil.

介绍了工程特点,对压实功、土的含水量和每层铺土厚度等影响回填土压实质量的因素进行了分析,并介绍了环刀法和灌砂法两种回填土干密度的检测方法,以确保回填土的压实质量。

The results shows that in the binary system, with the increase of reactive powder, the viscosity and relative degree of compaction of fresh paste increased whenas the fludity decreased; the strength of PRC of C+UPFA+SF is high than that of the C+UPFA and C+SF, and the strength of RPC related to the cementitious materials' relative degree of compaction and fluidity as in C+UPFA+SF system, when the relative degree of compaction was 0.699 and the fluidity was 182mm, the 7d compression strength of RPC was 150.4MPa.

实验结果表明:(1)双掺硅灰和超细粉煤灰,随活性粉末掺量的增加,新拌浆体的黏度增加,流动性下降,相对密实度提高;(2)双掺硅灰和超细粉煤灰的RPC强度远高于单掺硅灰时的强度;(3)RPC强度与体系中胶凝材料的相对密实度和流动度有关,复掺硅灰和超细粉煤灰,当密实度为0.669,流动度为182mm时,其RPC的7d抗压强度高达150.4MPa。

In addition, the paper analyzed the influence of fractal dimension values on the compaction characteristics, and indicated that the fractal dimension values was the representation of gradation, the gradations with different fractal dimension values had different compaction process and energy dissipation, but the trend of compaction curve was consilient.

通过分析分维值对级配压实特性的影响,认为分维数是级配的表征,不同分维数级配的压实过程以及压实耗能也不一样,但其压实曲线变化趋势一致。

Three types of subgrade filling material are selected to analyze the change rule of subgrade resilience modulus under different compaction. Meanwhile PFWD(portable falling wei-ght deflectometer) is combined to integrate this parameter with compaction of construction control index,which brings about the conversion relation between three subgrade filling material and compaction. It can provide reference for pavement design and construction.

选定三种不同类型的路基填料,分析在不同压实度条件下路基回弹模量的变化规律,并结合PFWD检测方法,将设计参数回弹模量与施工控制指标压实度联系起来,得出三种路基填料的回弹模量与压实度的转换关系,可为路面设计与施工提供合理的依据。

The result of impact compaction tests is that the finitude of impact compaction is 18 times,and the effective depth of impact compaction is 1.5 meters.

通过冲击压实试验研究得知,冲击压实的界限值为冲压18次,冲击压实的有效影响深度为1.5m。

The compaction characters of recycled asphalt mixtures was investigated by gyratory compaction test, and the mixing and compaction temperature was determined.

采用旋转压实仪研究了再生沥青混合料的压实特性,提出了最佳拌和温度和压实温度的确定方法。

The properties of different asphalt mixes specimens made with Marshall compaction, vibration compaction, gyratory compaction, and roller compaction methods were evaluated and compared with real asphalt pavement.

应用二维数字图像处理技术,对采用Marshall击实、振动压实、旋转压实和轮碾压实等不同压实方法沥青混合料内部结构特性进行了分析和评价,并与真实路面结构内部特性进行对比。

The rolling compaction, vibrating compaction, or gyratory compaction specimens have the good statistical properties, the big sample analysis indicated that the distribution is accord with Γ probability density distribution.

轮碾压实、振动压实和旋转压实成型试件的集料颗粒主轴方向具有较好的统计特性,大样本分析显示,基本符合伽马概率密度分布。

The project was based on the influence to the asphalt mixture volumectric property by the different compaction method (Marshall Compaction, Roller Compaction, Gyratory Compaction, Vibratory Compaction), a great deal of the experiments has been done with the consideration of the pratical construction. A lot of studies were carried out, such as the study of asphalt mixture image inquiring technique--"Colour Method", the feasibility study of the application of the 2D digital image processing technique on the asphalt mixture and the utiliztion of this technique on the compacting properties analysis of asphalt mixtures. A good beginning and foundation was made for the application of the digital image processing method on the study of the 3D asphalt mixture voluemetric components constitute.

本项目以研究不同沥青混合料成型方法(马歇尔击实、轮碾压实、旋转压实、振动压实)对沥青混合料体积特性的影响作为切入点,结合实际工程,进行了大量试验,开展了&色彩法&沥青混合料图像获取技术研究、沥青混合料二维数字图像处理技术的可行性研究以及采用该技术分析沥青混合料压实特性等研究工作,取得了一系列研究成果,为采用数字图像处理技术解决三维沥青混合料体积组成特性开创了良好的开端,奠定了坚实的基础。

The order spatial variation of soil surface compaction was in the land reclaimed five years(68.40%), next was unsubsided land(52.58%) and the lowest was the land being reclaimed(22.01%); in terms of the variation, the soil compaction is higher and the variation is lower to each soil layer of being reclaimed land, and the compaction of the first three layer is lower but the variation is higher to other redamed land, to the fourth layer(22.86~30.48 cm) is higher and variation is lower, and the compaction under the forth layer is nearly stable.

表层土壤压实度空间变异最大的是复垦5 a的土地(变异系数为68.40%),其次是未塌陷土地(52.58%),最小的是正在复垦的土地(22.01%)。从各层的变异情况看,正在复垦的土地各个层次土壤压实度都较大且变异系数较低,其他复垦年限土壤压实度上面3层较小但变异大,至第4层(22.86~30.48 cm)达到较高值,且变异较小,之下压实度基本稳定。

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