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pavement markings相关的网络例句

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First, the actuality of Jiangyin bridge's deck surfacing are reviewed. Improper materials and pavement structures, severe conditions, overload and heavy traffic are deemed to be the main factors which result to deterioration of the deck surfacing. Then, programme of local repair asphalt mixture design has been proposed. It is considered that epoxy asphalt mixture and guss asphalt mixture are propitious to the local repair. The epoxy asphalt is also chosen as the adhesive layer material. Next, two pavement structures for steel deck plate surfacing have been tested. The most suitable asphalt surfacing structures have been proposed for the local repair. Finally, the elaborate local repair schemes of Jiangyin bridge's deck surfacing are proposed.

论文首先调查评估了江阴桥桥面铺装的现状,分析了江阴桥桥面铺装破坏的原因,认为材料及结构选用不当、使用条件苛刻、超载与大交通等是主要原因;其次对修复铺装混合料进行了配合比设计,认为优化后的环氧沥青混合料与浇注式沥青混合料适合于江阴桥的铺装修复,而粘结材料则采用环氧沥青粘结剂;然后参考国内外已有的桥面铺装结构组合,对两种复合结构进行了比较研究,提出了适于江阴桥桥面铺装局部修复的铺装结构组合;最后在各项研究的基础上,提出了江阴桥桥面铺装局部修复的具体方案。

The article introduces the improvement of traditional jointcutting technology of cement concrete pavement and the application of inequally spaced skew contraction joint in the construction of cement concrete pavement .

介绍对传统的水泥砼路面切缝技术进行了改进,采用不等距斜缩缝技术,并在水泥砼路面施工中的应用。

This paper is aimed specifically at moisture damage issue of asphalt pavement, and the( axis-symmetric) finite element method is adopted to analyze the variations of interbedded pore water pressure of pavement under different load condition.

针对沥青路面水损害问题,运用轴对称有限元方法分析了不同等级轴载作用下沥青路面层间孔隙水压力的变化规律。

Many kinds of diseases such as subgrade depression, water scouring, slide, mudding, asphalt pavement raveling, stripping, map cracking and cement concrete pavement pumping, faulting, fracture are to do with the erosion of surface and underground water to some extent.

大多数路基沉陷、冲刷、坍塌、翻浆,沥青路面松散、剥落、龟裂,水泥混凝土路面唧泥、错台、断裂等病害,都不同程度地与地表水和地下水的侵蚀有关。

Through the contrast analysis,the optimization combination of asphalted pavement with semi-rigid base has been examined which is more suitable for heavy-haul transportation,to effectively exert the application character of "a strong base and a thin facing" and make the asphalt pavement adapt to the heavy load.

主要分析了柔性基层与半刚性基层沥青路面在重载条件下适应性的优缺点,通过分析比较,得出柔性基层与半刚性基层沥青路面的优化组合更适应重载,以有效发挥强基薄面的应用特点,从而使沥青路面能更好的适应重载。

AC+CRCP is a kind of compounding pavement structure by continuous reinforcing concrete pavement and asphalting cover. This structure is mainly rigid, which combined softness with firmness.

AC+CRCP是连续配筋水泥混凝土路面上加铺沥青混合料面层的一种复合式路面结构。

Construction of cement concrete pavement will be a lot of horizontal and vertical joints, in order to protect the pavement and subgrade, to extend the service life of roads, need to use joint sealant, also known as sealant or caulking adhesive.

水泥混凝土路面建设中会有很多横向和纵向的接缝,为了保护路面和路基,延长道路的使用寿命,需要用到接缝密封胶,也称为填缝胶或嵌缝胶。

It brings forward the problems need attention in the asphalt gum mastic macadam pavement construction from the aspects of the mix ground selection,mix equipment selection,spreading equipment selection,primary material selection,and the mix,carriage,spreading and rolling confectioning etc of asphalt mixture,which will make the pavement have good anti-rut effect and sliding performance.

SMA是沥青玛脂碎石混合料的英文缩写,是由断级配粗集料、细集料、填料、纤维素和沥青结合料组成,通过严格施工形成一个紧密嵌锁的骨架结构,具有优良的抗车辙效果和抗滑性能。1拌合场地的选择沥青混合料拌合场地一般包括原材料存放的场地,沥青储存、熔化及加热设备、试验室及办

It put forward the technical method for the first time by adding mineral ultra-fine powder and superplasticizer of air entraining agent to realize the high performance pavement concrete system, and made a comprehensive study on various road performances of high performance pavement concrete.

本论文依托吉林省重点工程科研课题,首次系统性地提出了掺入矿质超细粉和高效引气减水剂实现路面混凝土高性能化系统的技术方法,对配制的高性能路面混凝土各项路用性能进行了全面地研究。

Then the finite difference method is employed to predict the thermal regime in asphalt pavement structures with a specific program. After itemizing the flaws in existing pavement temperature prediction theoretical methods, the boundary condition and the thermal parameters are confirmed.

然后通过对现有沥青路面温度场理论计算方法的详细分析,确定出了有限差分计算模型中的边界条件表达式以及材料热物理参数的合理取值范围。

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