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macadam相关的网络例句

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与 macadam 相关的网络例句 [注:此内容来源于网络,仅供参考]

There was a drabble of dead leaves on the sidewalk which was of wood, and on the roadway which was of macadam and stiff mud.

有一个在人行道上的木材是枯叶德拉布尔,并在巷道哪些是碎石和泥土僵硬。

At present, it always directions the mixture ratio and aggregate grade of cement-fly ash bound macadam mixture according to the experience of lime-fly ash bound macadam or cement bound macadam mixture. It is hard to avoid wasting material and labilization of the construct quality. Thereby it made the applications of cement-fly ash bound macadam mixture base is not extensive in road surface structure of our country.

目前,按照二灰、水泥稳定碎石的经验来指导水泥粉煤灰混合料的配合比及集料级配,难免造成施工过程中的盲目用料或施工质量不稳定,从而使得水泥粉煤灰混合料基层在我国路面结构中应用不多。

In view of the wide application of cement stabilized macadam base the advantages of cement stabilized macadam base are introduced.

结合水泥稳定碎石基层的广泛应用,介绍了水泥稳定碎石基层的优点,提出了水泥稳定碎石基层施工的质量控制要点及减少水泥稳定碎石基层裂缝的方法,以保证水泥稳定碎石基层的质量。

Many were built using specifications of 19th century Scottish engineers The specifications of Thomas Telford and John MacAdam stressed the importance of adequate drainage.

很多公路的建设是按照19世纪苏格兰工程师的标准建设的。Thomas Telford and John MacAdam的规格强调充分的排水装置的重要性。

It presents test results of performance for three structural types of cement stabilized macadam including suspend-dense structure framework-dense structure and framework-pore structure, for two structural types of lime fly-ash macadam including suspend-dense structure and framework-dense structure, and for cement stabilized soil. By the probability analysis of Weibull on the results of fatigue test, the paper has a serial of fatigue prefigurative models. What's more, amends these models linking to the factual pavement performance.

在对三种结构的水泥稳定碎石(悬浮密实结构、骨架密实结构、骨架空隙结构)、两种结构的二灰稳定碎石(悬浮密实结构、骨架密实结构)、均匀密实结构的水泥稳定细料土进行室内三分点加载疲劳试验的基础上,采用威布尔分布理论对疲劳数据进行处理,得到各自的室内疲劳预估模型,并结合实际路面的情况对室内疲劳预估模型进行修正。

The result notes that dynamic triaxial test preferably simulate the actual stress state of grading macadam, and Uzan model which considers the shear performance of material can better reflect stress states of grading macadam. Regression coefficients of the model obviously present nonlinear characteristic with moisture changed, and to further influence dynamic resilient module.More the module is larger, more diminishing rate of maximum tensile stress on pavement Bottom is smaller. To enhance draining function and strength, the gradation should been rigid controlled, and which the content of less than 0.075mm is controlled between 5~7% and spring-back is controlled between200~300MPa are appropriate.

结果表明,动三轴试验较好地模拟了级配碎石层的实际受力状态;Uzan模型考虑了材料的剪切性能,更能反映了级配碎石在隧道路面中应力状态;随含水量的变化,Uzan模型中回归系数变化呈明显的非线性特征,进而显著影响级配碎石的动态回弹模量的变化;级配碎石模量越大,路面层底的最大拉应力减小率越小;为了兼顾到级配碎石层的排水渗透功能和强度,应严格控制级配,特别是0.075mm以下的含量宜控制在5%~7%,级配碎石的回弹模量宜控制在200~300MPa之间。

Based on the experimental data,considering fully the material characteristic of grading macadam,the authors established a three-dimensional calculational model to semi-rigid asphalt pavement with grading macadam base.

根据实验资料,充分考虑级配碎石层的材料性质,建立了具有级配碎石基层的半刚性沥青路面结构的三维计算模型。

Selecting right asphalt and macadam and operating construction technique strictly are the guarantee of the good effect of synchronous macadam seal.

同步碎石封层技术是沥青路面养护的新工艺、新技术,性能良好的同步碎石封层机是实施同步碎石封层技术的基础,正确选用沥青和碎石、严格把握施工工艺是取得同步碎石封层良好效果的保证。

Authors designed four mixtures of dense-graded asphalt stabilized macadam base with the method recommended by Technical Specifications for Construction of Highway Asphalt Pavement, Superpave design method, coarse aggregate voids filling method and Bailey method separately, and determined the pavement performances of asphalt stabilized macadam base mixture under the optimal oil-stone rate which include resistance capacity to vertical deformation and fatigue. Then, four design methods were compared and appraised. Based on the above study, a new asphalt-stabilized macadam base mixture gradation design method-five control sieve design method was put forward.

分别采用现行规范推荐法、Superpave法、主骨架空隙体积填充法和贝雷法设计了4种密级配沥青稳定碎石基层混合料,然后采用力学指标设计法确定了所设计的4种级配沥青稳定碎石基层混合料的最佳油石比,并对最佳油石比下的沥青稳定碎石基层混合料进行了抗永久变形性能和抗疲劳性能等路用性能的研究;根据设计过程和设计结果对4种级配设计方法进行了比较评价,在此基础上提出了新的密级配沥青稳定碎石基层混合料的级配设计方法-五控制点级配设计方法。

Authors designed four mixtures of dense-graded asphalt stabilized macadam base with the method recommended by Technical Specifications for Construction of Highway Asphalt Pavement,Superpave design method,coarse aggregate voids-filling method and Bailey method separately,and determined the pavement performances of asphalt stabilized macadam base mixture under the optimal oil-stone rate which include resistance capacity to vertical deformation and fatigue.

分别采用现行规范推荐法、Superpave法、主骨架空隙体积填充法和贝雷法设计了4种密级配沥青稳定碎石基层混合料,然后采用力学指标设计法确定了所设计的4种级配沥青稳定碎石基层混合料的最佳油石比,并对最佳油石比下的沥青稳定碎石基层混合料进行了抗永久变形性能和抗疲劳性能等路用性能的研究;根据设计过程和设计结果对4种级配设计方法进行了比较评价,在此基础上提出了新的密级配沥青稳定碎石基层混合料的级配设计方法——五控制点级配设计方法。

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