【正文】 .............................. 26 土石方調(diào)配 ........................................................................................................................ 27 調(diào)配原則 ..................................................................................................................... 27 土石方調(diào)配方法 ......................................................................................................... 28 路基排水設(shè)計(jì) ................................................................................................................28 路基排水的目的和要求 ..........................................................................................47 路基排水設(shè)計(jì)一般原則 .........................................................................................47 路基排水系統(tǒng)設(shè)計(jì)步驟 .............................................................................................47 路基排水設(shè)施 ............................................................................................................47 第七章 路面設(shè)計(jì) ........................................................................................... 錯(cuò)誤 !未定義書(shū)簽。 平曲線計(jì)算 ........................................................................................... 錯(cuò)誤 !未定義書(shū)簽。 選線的一般原則 .............................................................................................................6 平原微丘區(qū)選線原則 .....................................................................................................7 選線方法及步驟 .............................................................................................................7 線路方案經(jīng)濟(jì)技術(shù)比較 .................................................................................................9 第三章 平面設(shè)計(jì) ........................................................................................... 錯(cuò)誤 !未定義書(shū)簽。 概述 ...................................................................................................................................... 6 選題意義 .............................................................................................................................. 6 設(shè)計(jì)概況 .............................................................................................................................. 6 第二章 初步設(shè)計(jì) ........................................................................................... 錯(cuò)誤 !未定義書(shū)簽。retaining wall。crosssectional。 design of a special topic—— soft soil:This route pass a period of soft soil foungdation,in order to increase to the bearing capacity ,it take some corresponging reinforcemeng measures. Keywords: highway。for pavement drainage,carring on the road arch design。 design of pavement:Determining the pavement structure according to the level of the highway and designal specification。 design of the subgrade, and the work involves a lot of items: the analysis of the stability of brae。 design: including pull slope, the vertical curve design, etc。 關(guān)鍵詞： 路線； 橫斷面；縱斷面；路基路面；擋土墻；軟土地基。根據(jù)技術(shù)標(biāo)準(zhǔn)，本著安全、經(jīng)濟(jì)、實(shí)用、美觀的原則，對(duì)該路段進(jìn)行設(shè)計(jì)。 畢業(yè)設(shè)計(jì)說(shuō)明 書(shū) 邳州 至 新沂 段二級(jí)公路設(shè)計(jì) 專 業(yè) 土木工程（道路橋梁） 邳州至新沂段二級(jí)公路設(shè)計(jì) 邳州至新沂段二級(jí)公路設(shè)計(jì) 摘要 ： 本設(shè)計(jì)為 邳州至新沂段二級(jí)公路 ，全長(zhǎng) 千米，設(shè)計(jì)車速 80km/h,路基寬度為 12m。根據(jù)設(shè)計(jì)公路交通量及其使用任務(wù)和性質(zhì)，確定了公路等級(jí)。 此次畢業(yè)設(shè)計(jì)主要包括的內(nèi)容如下 ： ：包括紙上選線、定線平曲線、直線設(shè)計(jì)等； ：包括拉坡、豎曲線設(shè)計(jì)等； 面設(shè)計(jì)：根據(jù)公路等級(jí)，確定公路的路基寬度和路拱坡度等； ：包括各個(gè)樁號(hào)的填挖計(jì)算、填挖較大地段的穩(wěn)定分析、整個(gè)線路的土石調(diào)運(yùn)借配等； ：根據(jù)公路等級(jí)和設(shè)計(jì)規(guī)范，確定路面結(jié)構(gòu)； 、路面排水設(shè)計(jì)：根據(jù)當(dāng)?shù)厮牡刭|(zhì)狀況，對(duì)于路基排水，采用了邊溝排水設(shè)施；對(duì)于路面排水，對(duì)路面進(jìn)行了路拱設(shè)計(jì)； ：在填挖量較大的地段進(jìn)行 擋土墻設(shè)計(jì)，以保證土體的穩(wěn)定性； —— 軟土地基的處理：本路線經(jīng)過(guò)一段軟土地基，為增大地基承載力，對(duì)軟土地基進(jìn)行了相應(yīng)的加固措施。 The design of a secondgrade road from Pizhou to Xinyi Abstract:In this design, the task is to design a secondgrade road from Pizhou to Xinyi. The length of the road is speed of design is 80km/h and the width of the subgrade is to the given traffic volume,service level and attribute of the proposed road, the road is defined as the highway. According to the technical standarad and in a safe,economical,practical and aesthetic principles,this road has been designed . The prime contents of the design project include: design: includeing the paper select line, settle line, plane curve, straight line design etc。 design :Determining the width of the subgrade and road slope according to the level of the highway。 the fill or dig height of every peg and so on。 design of the drainage project:According to the local hygrological geology condition,for subgrade drainage,adopting the ditches drainage facilities。 design of retaining wall:Designing the retaining wall to ensure the stability of the soil 。longitudinal。roadbed and road surface。soft soil. 邳州至新沂段二級(jí)公路設(shè)計(jì) 目 錄 第一章 緒 論 ............................................................................................... 錯(cuò)誤 !未定義書(shū)簽。 公路等級(jí)的確定 .................................................................................................................. 4 道路選線及方案比選 ........................................................................... 錯(cuò)誤 !未定義書(shū)簽。 線形設(shè)計(jì) ............................................................................................................................ 11 平面線形設(shè)計(jì) 原則 ........................................................................ 錯(cuò)誤 !未定義書(shū)簽。 線形要素的計(jì)算 ......................................................................................................... 24 逐樁坐標(biāo) 的計(jì)算 ......................................................................................................... 25 第四章 縱斷面設(shè)計(jì) .................................................................................................................... 15 縱斷面設(shè)計(jì)原則 ................................................................................................................ 16 縱坡設(shè)計(jì)要求 .................................................................................................