贵州省某二级公路时速80km/hB5线设计(含CAD图)

贵州省某二级公路时速80km/hB5线设计(含CAD图)(任务书,开题报告,外文翻译,论文计算书29000字,CAD图10张,Excel表)
摘要
本路段处于贵州，设计时速80km/h，路基宽度10m，地形以山区为主，路线全长3.16公里。本标段设计遵循规范主要有《公路路线设计规范》、《公路沥青路面设计规范》和《公路水泥混凝土路面设计规范》等。设计过程中主要使用了AutoCAD2010、AutoCAD2008、纬地道路设计系统、Microsoft office 以及HPDS2011 等软件。本设计主要分为三个部分：第一部分别为路线设计，包括平面线性设计、纵断面线形设计及横断面标准和各断面设计；第二部分为路面结构设计，包括沥青路面结构设计、水泥混凝土路面设计；第三部分详细说明了排水部分的设置和依据。
关键词：毕业设计；公路；路面设计；线形设计；HPDS；纬地：CAD

Abstract
This section of the road is located in Gui Zhou,The lane design at 80 Km per hour, and the width of subgrade is 10 meters.The terrain is given priority to with the mountains. The length of the road is 3.16  kilometers.The main specifications applied in this design include Specification for Design of Highway Routes,Specification for design of highway asphalt pavement and Specification of concrete pavement for highway ect. The main software used in the design include AutoCAD 2010、2008, Microsoft Excel and Word,HPDS2011 and so on.This design was divided into three parts:the first part is Route Design,including the Horizontal Alignment,Vertical Alignment design and cross sectional standard and each part of cross section: the second part is the pavement structure design,including the structural design of asphalt pavement and concrete pavement;the third part details the Drainage facilities set and the foundations. [资料来源：https://www.doc163.com]
Key Words: graduation design, road, pavement design, HPDS, WEIDI,CAD
  [资料来源：http://www.doc163.com]

目录
摘要 .............................................................................................................................I
Abstract .......................................................................................................................II
第一章 路线设计 .......................................................................................................1
1.1 道路选线一般原则 ..............................................................................................1
1.2 选线的方法和步骤 ............................................................................................. 1
1.3 平面线形设计要点 ............................................................................................. 1

1.4 平面线形要素组合设计 ..................................................................................... 4
   1.4.1 平面要素组合类型 .................................................................................... 5
   1.4.2 平面线形要素组合计算 ............................................................................ 7
1.5 纵断面线形设计 ..................................................................................................9
   1.5.1 纵断面线形设计要点 .................................................................................9
   1.5.2 纵断面线形设计的一般原则 ....................................................................11
1.6 平纵线形组合设计 ............................................................................................ 14
   1.6.1 视觉分析 ....................................................................................................15
   1.6.2 组合设计原则 ............................................................................................16 [资料来源：http://Doc163.com]
第二章 路基路面设计 ............................................................................................. 17
2.1 路基设计的一般原则 ........................................................................................ 21
2.2 路基的类型与构造 ............................................................................................ 21
   2.2.1 路堤 ........................................................................................................... 21
   2.2.2 路堑 ........................................................................................................... 21
2.3 路基设计 ............................................................................................................ 22
   2.3.1 路基宽度 ................................................................................................... 23
   2.3.2 路基高度 ....................................................................................................23 [资料来源：www.doc163.com]
   2.3.3 路基边坡坡度 ........................................................................................... 23
   2.3.4 路基压实 ....................................................................................................23
2.4 路基稳定性分析计算 ........................................................................................ 24
   2.4.1 概述 ............................................................................................................25
   2.4.2 直线滑动面的边坡稳定性分析 ............................................................... 26
   2.4.3 重力式挡土墙设计..................................................................................... 26
2.5 路基防护与加固 .................................................................................................34
   2.5.1 概述 ........................................................................................................... 34 [资料来源：https://www.doc163.com]
   2.5.2 坡面防护 ....................................................................................................34
2.6 路面结构设计 .....................................................................................................40
   2.6.1 路面结构组成 ............................................................................................40
   2.6.2 路面类型 ....................................................................................................40
   2.6.3 沥青路面设计 ........................................................................................... 41
   2.6.4 水泥路面设计 ........................................................................................... 48
   2.6.5 路面比选 ....................................................................................................52
2.7 路基土石方数量计算及调配 .............................................................................53 [资料来源：http://Doc163.com]
   2.7.1 横断面面积计算 ....................................................................................... 54
   2.7.2 土石方数量计算 ........................................................................................54
   2.7.3 路基土石方调配 ....................................................................................... 55
第三章 排水设计 ..................................................................................................... 59
3.1 路面表面排水 .....................................................................................................59
3.2 路基地面排水 .................................................................................................... 59
   3.2.1 边沟 ............................................................................................................59
   3.2.2 截水沟 ........................................................................................................59 [资料来源：https://www.doc163.com]
   3.2.3 排水沟 ........................................................................................................59
参考文献 ................................................................................................................... 61
致谢 ............................................................................................................................62
  [来源：http://Doc163.com]