省道雙牌石至貍橋d標(biāo)段一級公路設(shè)計畢業(yè)設(shè)計論文

1、南京工程學(xué)院畢業(yè)設(shè)計說明書省道雙牌石至貍橋 省道雙牌石至貍橋 D 標(biāo)段一級公路設(shè)計畢業(yè)論文 標(biāo)段一級公路設(shè)計畢業(yè)論文目 錄前 言 .............................................................................................................1第一章 道路線形設(shè)計 ..............................

2、.........................................................21.1 設(shè)計要素確定........................................................................................................21.1.1 路線方案確定 ..................................

3、..........................................................21.1.2 主要技術(shù)指標(biāo)確定 ...................................................................................21.1.3 地形綜述....................................................

4、.................................................31.1.4 選線原則.....................................................................................................41.2 道路平面設(shè)計 ...............................................

5、.......................................................51.2.1 技術(shù)經(jīng)濟(jì)指標(biāo) ............................................................................................61.2.2 交點(diǎn)間的直線長度 ...........................................

6、........................................61.2.3 曲線要素計算 ............................................................................................71.2.4 主點(diǎn)樁號計算 ............................................................

7、................................91.2.5 逐樁坐標(biāo)表（見附表） .........................................................................111.3 縱斷面設(shè)計 .....................................................................................

8、....................111.3.1 縱坡設(shè)計原則 ...........................................................................................111.3.2 技術(shù)指標(biāo) .................................................................................

9、..................111.3.3 平縱組合的設(shè)計原則 .............................................................................111.3.4 豎曲線半徑選擇說明 .............................................................................111.3.5 拉坡 .

10、............................................................................................................121.3.6 豎曲線設(shè)置及高程計算 ..........................................................................121.4 橫斷面設(shè)計 .......

11、...................................................................................................151.4.1 橫斷面設(shè)計原則 .......................................................................................151.4.2 橫斷面幾何尺寸 ..

12、....................................................................................151.4.3 超高計算 ...................................................................................................161.4.4 繪制典型橫斷面圖........

13、..........................................................................171.5 路基土石方計算及調(diào)配 ...................................................................................181.5.1 調(diào)配要求 .................................

14、..................................................................18南京工程學(xué)院畢業(yè)設(shè)計說明書4.1.1 圓弧法的基本原理與假設(shè)......................................................................424.1.2 分析步驟 .......................................

15、.............................................................424.1.3 分析設(shè)計基本參數(shù)...................................................................................434.2 穩(wěn)定性驗(yàn)算 ................................................

16、.........................................................43第五章 擋土墻設(shè)計與地基沉降驗(yàn)算 ...............................................................485.1 擋土墻設(shè)計 .....................................................................

17、....................................485.1.1 擋土墻設(shè)計...............................................................................................485.1.2 擋土墻的縱向布置............................................................

18、......................495.1.3 擋土墻的橫向布置..................................................................................495.1.4 擋土墻的作用及要求 .............................................................................495.1

19、.5 擋土墻的埋置深度..................................................................................505.1.6 擋土墻的排水設(shè)施..................................................................................505.1.7 沉降縫與伸縮縫 .............

20、.........................................................................505.1.8 設(shè)計資料 ...................................................................................................515.1.9 擬定斷面尺寸 ....................

21、......................................................................535.1.10 抗滑移穩(wěn)定性驗(yàn)算 ...............................................................................535.1.11 抗傾覆穩(wěn)定性驗(yàn)算 ...................................

22、............................................545.1.12 基底應(yīng)力與偏心距驗(yàn)算.......................................................................545.1.13 墻身應(yīng)力驗(yàn)算 ......................................................................

23、..................555.2 地基沉降驗(yàn)算.....................................................................................................56第六章 排水設(shè)計 ..............................................................................

24、...............596.1 路面排水 ..............................................................................................................596.1.1 路肩排水 .......................................................................

25、.............................596.1.2 中央分隔帶排水 .......................................................................................596.2 路基排水 .............................................................................

26、.................................596.2.1 路基排水要求 ..........................................................................................596.2.2 路基排水設(shè)計原則..................................................................

27、................606.2.3 邊溝 .............................................................................................................606.2.4 截水溝 ........................................................................