实度的英文

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英文翻译
造句

density
solidity ratio

实 solid
度 surmise; estimate
捣实度 degree of ramming
坚实度 compactness; consistency; firmness
紧实度 degree of compaction; degree of packing; degree of ramming
密实度 compaction degree; consistency; degree of compaction; degree of compactness; degree of density; degreeofdensity
压实度 compactness; degree of compaction
真实度 degree of; trueness
忠实度 informativeness
爆炸密实度 blasting explosive density
草捆密实度 bale density
充填密实度 pack densification
非密实度 non-compactness degree
风轮实度 rotor solidity
高实度叶栅 high-solidity cascade
固态；结实度 solidity
紧实度计 compactness meter
螺旋桨实度 propeller solidity ratio
密实度比 solidity ratio
密实度曲线 compaction curve
面团坚实度 firmness of dough
木材密实度 density of wood substance
品牌忠实度 brand loyalty
实度损失 solidity losses
土壤坚实度 soil hardness

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例句与用法

In the aspect of compaction meter , although many factories can manufacture many kinds of vibratory rollers that can meet the needs of industry , the compaction meter is fallen behind and the equipments produced cannot adapt to the needs of quick development of civil road construction
在密实度检测仪方面，虽然目前国内生产厂家已能生产出多种型号的振动压路机满足工程施工的需要，但与其配套的压实度检测仪尚显落后，且已研制的设备不能适应目前国内公路建设迅速发展的需要。
So far as the mixing material for building the earth - rock fill dam with clay core for shiquanhe hydropower station is concerned , the effect from the variation of the sand content for the filter material on the maximum dry density and the relevant parameters are to be determined within the variation area of the mixing mass ratio of ( 46 ~ 54 ) : ( 54 ~ 46 ) through this experiment , due to the max , dry density is largely influenced by the mixing ratio of both the lifter material and the clay and the sand content of the filter material , so as to determine the actual filling compactness of the mixing material of the core
摘要由于狮泉河水电站粘土心墙土石坝掺合料的最大干密度受反滤料与粘土料的掺合比例、反滤料含砂率的影响较大，因此拟通过本试验确定掺合质量比在( 46 ~ 54 ) : ( 54 ~ 46 )范围变化时，反滤料含砂量变化对最大干密度的影响程度及相关参数，从而确定心墙掺合料填筑的实际压实度。
After contrasting and analyzing the main design parameters " test methods of laboratory and field outside , it sets up the correlativities between the field bearing plate modulus and other parameters such as design dynamic modulus , benkleman bean static deflection , field cbr value , consistency and density . by means of laboratory experiment , it assays the influence of the consistency on laboratory bearing plate modulus and laboratory cbr values , and establishes the relationships between laboratory and field values . combined with the project , a more logical sub - grade quality test standard is put forward
通过对路基现场检测不同方法的对比分析，建立了设计动模量、贝克曼梁静弯沉、现场cbr 、稠度和压实度与现场承载板模量的关系；通过室内试验，分析了稠度对室内承载板、室内cbr的影响，并建立了室内外模量间的关系；在此基础上，结合工程实际，对不同检测方法进行了评价，提出了较为合理的路基施工质量检测标准。
On the basis of field investigation and a lot of tests , the paper detailed researches the engineering geology properties of xigeda filling material . the distinction of the modulus of resilience was analyzed , and the influence of the intrinsic factors including moisture content , dry density , mudstone content and the external factors including compaction mode , paving thickness were adequately discussed . based on the researching how various factors influence the road compaction effectiveness , the author studied the relationship between modulus of resilience and roadbed compaction quality index , connected the compactness with modulus , and listed the data of the modulus in the various compaction area
基于此，本论文在大量现场调查、室内外试验资料基础上，详细研究了昔格达填料的工程地质性质；通过路基回弹模量特征的研究，充分阐述了含水量、干密度、泥岩含量等“内因” ，及压实方式、松铺厚度等“外因”对路基模量值的影响；在分析众多因素对路基压实效果影响的基础上，开展了回弹模量与路基压实质量指标间关系的研究，进而把现场压实度与现场回弹模量有机的联系起来，给定了不同压实区间对应的模量值。
The current gpr data analyzing method for pavement thickness can only give the acceptable results for new asphalt concrete pavement , but for aged asphalt concrete pavement and cement concrete pavement , the accuracy is not satisfactory because of the theoretic modeling and data acquisition difficulties . the study on pavement compaction , moisture content and asphalt content is under exploration and the program for processing gpr data based on rigorous theoretic model can not be found in literature
由于理论模型及信号采集等方面的困难，现行路面雷达厚度分析方法仅对新铺沥青混凝土路面有相对较好的检测精度，而对旧沥青混凝土路面和水泥混凝土路面的检测精度却不能令人满意，对路面其它技术指标如压实度、含水量以及沥青含量的研究还处于探索阶段，建立在严密理论模型基础上的数据分析软件系统尚处于空白状态。
In the last , the thesis gives the four model compare test . it include common static roller , vibratory roller impactive roller and composite roller model test . the density and soil stress be measured at same time in the test
最后本文还进行了四种压路机模型的对比试验，静碾压路机模型、振动+静碾压路机模型、冲击+静碾压路机模型和振动+冲击+静碾压路机模型，采用了宏观测量压实度和微观监测土体内应力变化并用的方法，分析比较了各种模型的作业效果和被作用介质应力的变化规律。
Moisture , the voids and the density of the pavement are expected for many operators in the road department . in order to promote the application of gpr to detect pavement quality as quickly as possible , in this paper some research works were zone . the mainly research results includes the following aspects : ( 1 ) since the dielectric constants of pavement medium have important influence on radar detection results , dielectric properties of pavement layers materials are analyzed for the design of practical gpr system and field application
目前探地雷达在公路上的应用还主要局限于路面结构层厚度的检测，对路基路面物理力学指标的无损检测被广大公路工作者寄予厚望，这一技术的应用还有很多的工作要做，为了使其早日应用于实际，实现探地雷达对路面含水量、空隙率和压实度的快速无损检测，本文具体做了以下的一些工作： ( 1 )鉴于介电常数对探地雷达检测的重要影响，对路面结构材料的介电特性进行深入分析，为路用探地雷达的实际应用测量提供理论依据。
To control the settlement of roadbed , the degree of compaction regulated by current criterion is not enough , the mechanics parameter of filler compacted - - deformation parameter should be considered and dual control criterion should be put in practice . to get upper deformation parameter of xigeda stratum filler , the percentage of mudstone should be controlled . the thickness of filling layer regulated by current criterion can be increased if the compaction car has proper function
通过此次研究，获得了对路堤变形问题的新的认识，即为了控制路堤的沉降变形，不仅应满足现行规范中规定的压实度标准，还应该引入填料压实后的力学参数? ?变形模量值标准，实行双重控制标准，而对于昔格达地层这种混合填料，为了获得较大的模量值，应该控制填料中泥岩的含量；现行公路路基施工规范中对路堤填筑时分层填筑厚度的规定值，在压实机具功能满足的条件下，可以适当提高。
2 . combining the yangliu river realignment project , a great experimental research on reinforce earth has been completed . some internal laws about the mechanical property of reinforced earth are obtained and described as follows : ( 1 ) the friction between reinforcement and filling has a direct relation to relative displacement between the two ones
结合杨柳河整治工程实践，进行了大量的试验研究，通过对不同填料、填料在不同压实度及加筋带有无孔等情况下加筋土工程力学性质的对比，找出了如下： ( 1 )筋带?填料之间的摩阻力与筋带?填料之间的相对位移有直接关系。
To discuss farther the relation between compaction and deformability , moreover bring forward the reasonable method of roadbed compaction quality detection , the writer used the settlement data of the roadbed to validate father the correctness of the modulus value ; and demonstrated that it was not reasonable that the compactness is regarded as the only index representing compaction quality in the criterion , and demonstrated that the modulus of resilience is a credible index which represents compaction quality by contrasting the deformability of roadbed modes in the different compacted condition
为了进一步探讨路基压实与变形之间的关系，从而确定有效的路基压实质量检测方法，论文以昔格达填料路堤沉降监测资料为依据验证了路基模量取值的正确性，通过不同压实状态下路基变形性的对比，论证了规范中仅以压实度控制路基压实质量存在弊端，提出了路基填筑层模量是控制路基压实质量的可靠指标。