特级做A爰片毛片免费69,永久免费AV无码不卡在线观看,国产精品无码av地址一,久久无码色综合中文字幕

外文翻譯------論公路路基施工技術(shù).doc

約9頁(yè)DOC格式手機(jī)打開(kāi)展開(kāi)

外文翻譯------論公路路基施工技術(shù),1引言公路路基施工是整個(gè)公路施工工程的關(guān)鍵所在,稍有偏差,將給整個(gè)工程埋下質(zhì)量隱患。例如,在公路施工中常會(huì)遇到諸如軟土路基,黃土路基等不良路基,如不加以特別處理,會(huì)引起填方路堤施工后沉降或不均勻沉陷,路面縱橫坡變碎,平整度下降,導(dǎo)致行車(chē)顛簸等,嚴(yán)重影響公路的正常使用,造成大量的人力、物力、財(cái)力浪費(fèi)。因此,路基施工應(yīng)根據(jù)...
編號(hào):8-271167大小:42.50K
分類(lèi): 論文>外文翻譯

內(nèi)容介紹

此文檔由會(huì)員 wanli1988go 發(fā)布

1引言
公路路基施工是整個(gè)公路施工工程的關(guān)鍵所在,稍有偏差,將給整個(gè)工程埋下質(zhì)量隱患。例如,在公路施工中常會(huì)遇到諸如軟土路基,黃土路基等不良路基,如不加以特別處理,會(huì)引起填方路堤施工后沉降或不均勻沉陷,路面縱橫坡變碎,平整度下降,導(dǎo)致行車(chē)顛簸等,嚴(yán)重影響公路的正常使用,造成大量的人力、物力、財(cái)力浪費(fèi)。因此,路基施工應(yīng)根據(jù)施工當(dāng)?shù)氐匦巍⒌刭|(zhì)狀況、公路等級(jí)、所在地區(qū)的氣候、結(jié)合施工填挖方平衡等來(lái)選擇施工方法。
2路基填壓
公路路基的強(qiáng)度和穩(wěn)定性很大程度取決于路基填料的性質(zhì)及其壓實(shí)的程度。從現(xiàn)有條件出發(fā),改進(jìn)填土要求和壓實(shí)條件是保證路基質(zhì)量經(jīng)濟(jì)有效的方法。
2.1路基填料
現(xiàn)行《公路路基設(shè)計(jì)規(guī)范》(以下簡(jiǎn)稱(chēng)規(guī)范)規(guī)定了對(duì)路基填料的要求。對(duì)路基填料的最小強(qiáng)度和最大粒徑給了量化的標(biāo)準(zhǔn),采用承載比實(shí)驗(yàn)(CBR)值表征路基土的強(qiáng)度,引入了路床的概念。對(duì)上路床的填料提出了限制條件,高速公路和

1 Introduction
Roadbed construction is the key to the highway construction project, the slightest error will lay the whole project quality risks. For example, the Central Standing Committee met in the highway construction such as soft soil roadbed, roadbed and other bad loess roadbed, if not special treatment, would lead to construction of the embankment fill or uneven settlement after settlement, the road becomes broken vertical and horizontal slope, roughness decreased, resulting in road bumps, etc., seriously affect the normal use of the highway, causing a lot of manpower, material and financial resources to waste. Therefore, construction of embankment construction should be based on local topography, geology, road grade, where the region's climate, combined with the construction of such fill and cut Fang Pingheng to select the construction method.
2 roadbed fill pressure
Road subgrade strength and subgrade stability largely depends o