外文翻译-- 公路和机场路面设计

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1、 中文 2942 字 本科生 毕业设计（论文）外文资料翻译 翻译资料名称（外文） ： Highway and Airport Pavement Design 翻译资料名称（中文）： 公路和机场路面设计 学 院： 建筑工程学院 系 土木工程 专 业： 土 木 工 程 （道桥） 班 级： 学 号： 姓 名： 指导教师： 完成日期： 2012 年 02 月 20 日 1 Highway and Airport Pavement Design（ Excerpt） T. F. Fwa National University of Singapore 1. Introduction Pavements a

2、re designed and constructed to provide durable all-weather traveling surfaces for safe and speedy movement of people and goods with an acceptable level of comfort to users. These functional requirements of pavements are achieved through careful considerations in the following aspects during the desi

3、gn and construction phases: (a) selection of pavement type, (b) selection of materials to be used for various pavement layers and treatment of subgrade soils, (c) structural thickness design for pavement layers, (d) subsurface drainage design for the pavement system, (e) surface drainage and geometr

4、ic design, and (f ) ridability of pavement surface. The two major considerations in the structural design of highway and airport pavements are material design and thickness design. Material design deals with the selection of suitable materials for various pavement layers and mix design of bituminous

5、 materials (for flexible pavement) or portland cement concrete (for rigid and interlocking block pavements). These topics are discussed in other chapters of this handbook. This chapter presents the concepts and methods of pavement thickness design. As the name implies, thickness design refers to the

6、 procedure of determining the required thickness for each pavement layer to provide a structurally sound pavement structure with satisfactory performance for the design traffic over the selected design life. Drainage design examines the entire pavement structure with respect to its drainage requirem

7、ents and incorporates facilities to satisfy those requirements. 2 Pavement Types and Materials 2.1 Flexible versus Rigid Pavement Traditionally, pavements are classified into two categories, namely flexible and rigid pavements. The basis for classification is the way by which traffic loads are trans

8、mitted to the subgrade soil through the pavement structure. As shown in Fig. 2.1, a flexible pavement provides sufficient thickness for load distribution through a multilayer structure so that the stresses and strains in the subgrade soil layers are 2 within the required limits. It is expected that

9、the strength of subgrade soil would have a direct bearing on the total thickness of the flexible pavement. The layered pavement structure is designed to take advantage of the decreasing magnitude of stresses with depth. A rigid pavement, by virtue of its rigidity, is able to effect a slab action to

10、spread the wheel load over the entire slab area, as illustrated in Fig. 2.1. The structural capacity of the rigid pavement is largely provided by the slab itself. For the common range of subgrade soil strength, the required rigidity for a portland cement concrete slab (the most common form of rigid

11、pavement construction) can be achieved without much variation in slab thickness. The effect of subgrade soil properties on the thickness of rigid pavement is therefore much less important than in the case of flexible pavement. FIGURE 2.1 Flexible and rigid pavements. 2.2 Layered Structure of Flexibl

12、e Pavement 2.2.1 Surface Course In a typical conventional flexible pavement, known as asphalt pavement, the surface course usually consists of two bituminous layers a wearing course and a binder course. To provide a durable, watertight, smooth-riding, and skid-resistant traveled surface, the wearing course is often constructed of dense-graded hot mix