Pavement design includes asphalt pavement design and concrete pavement design, first converted to standard axle load and cumulative equivalent axle times, and then proposed the thickness of each layer of material。 (3 cm thick), the middle layer with medium-graded graded asphalt concrete (thickness 5cm), the use of three-layer asphalt concrete layer, the surface layer with fine graded graded asphalt concrete (thickness 4 cm) The lower layer of coarse graded graded asphalt concrete (thickness 6 cm)。 The compressive modulus and splitting strength, soil elastic modulus, design deflection value, and allowable layer bottom tensile stress of each layer are determined。 The thickness of ordinary concrete is 0。25m。 Base selection of lime-fly ash, thick 0。20m, E1 = 600Mpa。 The cushion is lime soil, 0。20m thick, E2 = 500Mpa, the plate size is 4。5m wide and 5。0m long。 The longitudinal seam is the flat seam and the transverse joint is the slit (false seam)。 Seam processing, horizontal joints, longitudinal joints, swell joints, shrink joints, transverse joints and construction joints of the treatment, but also in the edge, corner reinforcement, configuration, place reinforcement reinforcement。 Concrete pavement with the flexible road junction, in order to avoid the occurrence of subsidence and wrong, or flexible pavement by the push and should be set up to meet the road junction。

目 录

引 言 8

1 绪论 9

1。1 设计任务 9

1。2 任务要求 9

1。3 设计意义 9

1。4 交通量 9

1。5 公路技术标准 10

2 线形确定 11

2。1 道路等级确定 11

2。1。1 公路等级的划分 11

2。1。2 已经设计资料 11

2。1。3 查规范 11

2。1。4 确定公路等级 11

2。2 选线 12

2。2。1 选线的意义 12

2。2。2 平原微丘地区公路路线特点 12

2。2。3 平原微丘地区选线要点 12

3 平面设计 13

3。1 平面设计的要求 13

3。2 参数确定，查《公路工程技术标准》 13

3。2。1 公路服务水平 13

3。2。2 圆曲线最小半径 13

3。2。3 缓和曲线最小长度 13

3。3平面线形设计 14

3。3。1 方位角、转角计算 14

3。3。2 平曲线要素及各特征点桩号计算 15

3。3。3 定桩 21

3。3。4 坐标计算 21

3。4设计成果 25

3。4。1直线、曲线及转角表 25

3。4。2 逐桩坐标表 25

3。4。3 路线平面图 25

4 纵断面设计 26

4。1 概述 26

4。2 纵坡与坡长设计