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本科畢業(yè)設(shè)計(jì)-毛嘴k6000至小李灣k9000二級(jí)公路設(shè)計(jì)-展示頁(yè)

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【正文】 曲線計(jì)算 ..................................................................................................................18 道路平縱線形組合設(shè)計(jì) ................................................................................................20 第五章 橫斷面設(shè)計(jì) .................................................................................................................21 路肩 ................................................................................................................................21 路拱橫坡度 ....................................................................................................................21 超高及加寬計(jì)算 ............................................................................................................22 加寬過(guò)渡 .....................................................................................................................22 超高值計(jì)算 ..................................................................................................................23 第六章 路基設(shè)計(jì) .....................................................................................................................27 路基設(shè)計(jì)要求 ................................................................................................................27 路基類型 ........................................................................................................................27 路基設(shè)計(jì)內(nèi)容 ................................................................................................................27 路基寬度 .....................................................................................................................28 路基高度 .....................................................................................................................28 路基邊坡 .....................................................................................................................28 路基壓實(shí) .....................................................................................................................29 路基附屬設(shè)施 ................................................................................................................29 取土坑與棄土堆 ...........................................................................................................29 護(hù)坡道與碎落臺(tái) ...........................................................................................................30 路基土石方計(jì)算和調(diào)配 ................................................................................................30 土石方計(jì)算 ..................................................................................................................30 土石方調(diào)配 ..................................................................................................................31 第七章 路面設(shè)計(jì) .....................................................................................................................33 路面的選擇確定 ............................................................................................................33 軸載分析 ........................................................................................................................33 以設(shè)計(jì)彎沉值和瀝青路面瀝青層層底拉應(yīng)力為設(shè)計(jì)指標(biāo) ...............................................33 以半剛性基層層底拉應(yīng)力作為設(shè)計(jì)指標(biāo) ........................................................................35 設(shè)計(jì)指標(biāo)的確定 ............................................................................................................36 擬定路面結(jié)構(gòu) ..............................................................................................................36 確定土基回彈模量 .......................................................................................................36 設(shè)計(jì)彎沉值和結(jié)構(gòu)強(qiáng)度系數(shù) .........................................................................................36 路面結(jié)構(gòu)厚度計(jì)算 ........................................................................................................38 竣工驗(yàn)收彎沉值和層底拉應(yīng)力計(jì)算 ............................................................................39 第八章 排水設(shè)計(jì) .....................................................................................................................41 概述 ................................................................................................................................41 路基排水 ........................................................................................................................41 邊溝 ............................................................................................................................42 排水溝 .........................................................................................................................42 路面排水 ........................................................................................................................43 第九章 工程概預(yù)算 .................................................................................................................45 概述 ................................................................................................................................45 概預(yù)算編制 ....................................................................................................................45 概算的計(jì)算 ....................................................................................................................46 第十章 專題:灌漿法處理軟土地基 .....................................................................................47 項(xiàng)目概況 ......................................................................................................................47 灌漿加固機(jī)理 ..............................................................................................................47 灌漿設(shè)計(jì) ......................................................................................................................48 灌漿設(shè)計(jì)的基本要求 ..................................................................................................48 灌漿施工 ......
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