集料级配的英文

• aggregate grading

• "集"英文翻译    gather; assemble; collect
• "料×"英文翻译    7 chi
• "级"英文翻译    level; rank; grade
• "配"英文翻译    join in marriage
• "骨料级配" 英文翻译 :    aggregate gradation; aggregate grading; gradation of aggregate; grading of aggregates
• "混合骨料级配" 英文翻译 :    combined aggregate grading
• "粒料级配底层" 英文翻译 :    aggregate subbase
• "开级配集料" 英文翻译 :    open-graded aggregate
• "密级配集料" 英文翻译 :    close graded aggregate; dense-graded aggregate
• "细级配集料" 英文翻译 :    fine-graded aggregate
• "级配混合集料" 英文翻译 :    graded aggregate mixture
• "级配集料基层" 英文翻译 :    graded aggregate base
• "间断级配集料" 英文翻译 :    discontinuous aggregate; gap graded aggregate
• "均匀级配集料" 英文翻译 :    uniformly-graded aggregate
• "人工级配集料" 英文翻译 :    artificial aggregate
• "天然级配集料" 英文翻译 :    open graded aggregate
• "级配" 英文翻译 :    gradation grading; gradation composition; grade; graduation; particle distribution limit; particle limit
• "集料" 英文翻译 :    aggregate
• "材料级别" 英文翻译 :    material grade; material group
• "低温燃料级" 英文翻译 :    cryogenic stage
• "肥料级铵盐" 英文翻译 :    fertilizer grade ammonium salts
• "燃料级品位" 英文翻译 :    fuel grade
• "肥料级硫酸铵" 英文翻译 :    fertilizer grade ammonium sulphate
• "肥料级氯化铵" 英文翻译 :    fertilizer grade
• "核燃料级品位" 英文翻译 :    fuel grade

• Through experimental research , we have pmepared a kind of asphalt - concrete with good technical parameters
  本文中通过对集料级配与沥青用量间关系的试验研究，配制出了各项技术指标良好的沥青混凝土。
• Laboratory tests were carried out on two aggregate gradings with asphalt content of 7 % , 8 % and 9 % , and with cement content of 2 % , 3 % and 4 % respectively
  摘要通过室内试验测试了两种集料级配下，乳化沥青用量分别为7 % 、 8 % 、 9 % ，水泥用量分别为2 % 、 3 % 、 4 %时水泥乳化沥青混凝土的物理、力学性质。
• The aggregates gradation of lime - fly ash stabilized aggregates which is recommended by design specification of highway asphalt pavement is finer , so that the anti - bnishing performance and the anti - crack performance of lime - fly ash stabilized aggregates are worse
  《公路沥青路面设计规范》中推荐的二灰稳定碎石基层的集料级配偏细，导致其抗冲刷性能和抗裂性能较差。
• This text introduces some way to improve the early strength of lime - flyashed stabilized macadam from aspects of raw material , grading of aggregates , early strength agent , and construction , and presents comprehensive and systematic analysis to it
  摘要从所用原材料、集料级配、早强剂以及施工养生等方面介绍了提高二灰稳定碎石基层早期强度的措施，并对其进行了系统的分析。
• Based on uniaxial penetrating test , the effects of aggregate gradation , aggregate physical properties , asphalt binder properties , asphalt content , air void and homogeneity on shear resistance of asphalt mixture were investigated directly at 60
  摘要为了研究沥青混合料抗剪强度的影响因素，基于单轴贯入试验，在温度为60时，直接对集料级配、集料性质、沥青性质、含油量、空隙率以及均匀对沥青混合料抗剪强度的影响进行研究。
• Moreover , the main components of h mineral admixture is procured from industry waste , and its " production procedure is simple , so its " production cost is very low . the most tightness pile up theory and rheology is successfully applied in the designation of self - compacting concrete , and the factors such as sand rate , aggregate grading , paste content and mineral admixtures are been studied . under the guidance of mix design theory and on the basis of mass experiments , c20 - c80 high performance self - compacting concrete is been produced
  将最紧密堆积原理和流变学原理相结合，运用于免振捣混凝土配合比设计之中，系统地研究了砂率、集料级配、水泥浆量、矿物掺合料等因素对免振捣混凝土物理力学性能、工作性能、耐久性能的影响，成功配制出从c20 - c80及以上强度等级的高性能免振捣混凝土。
• The research results show that aggregate gradation and the nominal maximum aggregate size evidently influence the shear resistance of asphalt mixture ; aggregate flakiness content influences the shear resistance of asphalt mixture , and with the increase of aggregate flakiness content the shear resistance of asphalt mixture decreases ; asphalt binder properties , especially penetration , softening point and viscosity influence the shear resistance of asphalt mixture , and the latter increases with the decrease of penetration and the increase of softening point and viscosity ; asphalt content influences shear resistance of asphalt mixture , and with the increase of binder / aggregate ratio the shear resistance of asphalt mixture decreases ; air void influences shear resistance of asphalt mixture , and usually with the increase of air void the shear resistance of asphalt mixture decreases ; homogeneity does not have a direct and obvious relationship with absolute value of shear resistance of asphalt mixture , but does with variation of shear resistance of asphalt mixture
  研究结果表明：集料级配和公称最大集料粒径对沥青混合料抗剪强度有显著的影响；沥青混合料抗剪强度受其集料中针片状含量的影响较大，集料中针片状含量增大，沥青混合料抗剪强度减小；结合料的性质，特别是针入度、软化点和粘度对沥青混合料抗剪强度有较大的影响，随着针入度减小，软化点和粘度增大，沥青混合料抗剪强度增大；含油量对沥青混合料抗剪强度有较大影响，随着油石比的增大，沥青混合料抗剪强度减小；沥青混合料抗剪强度受其空隙率的影响较大，一般随着空隙率的增大，其抗剪强度减小；沥青混合料均匀性与沥青混合料抗剪强度绝对数值间没有明显的关联，而与数值间的变异性有着很好的相关性。
• Through much analysis of laboratory experiments , this paper reach the conclusion that aggregate gradation , degree of compaction , water cement ratio and magnitude of cement are the main factors that influence the coefficient of permeability and the compressive resilience modulus of high air void cement - stabilized crushed stone mixture
  本文通过大量的室内试验发现，集料级配组成、压实度、水灰比和水泥用量是影响大孔隙水泥稳定碎石混合料渗透系数和抗压回弹模量的主要因素。
• The results of research work show that the values of sand rate , aggregate grading , paste content and mineral admixtures control the degree of tightness pile up and the workability of fresh concrete , furthermore , they determined the mechanics performance and the durability of self - compacting concrete
  研究表明，砂率、集料级配、水泥浆量、矿物掺合料等因素的取值决定了免振捣混凝土的紧密堆积程度及新拌混凝土的工作性能，从而进一步决定了免振捣混凝土的物理力学性能及耐久性能。