The main contents that are researched in the thesis are : asphalt mixture low temperature crazing principle , the influencing factor of asphalt mixtures low temperature crazing , asphalt - rubber macadam , the pressure - resistance intensity , the crazing high temperature , the smooth - resistance and construction technology , the technological economical compare and so on , exploring the new - type structural combinations of asphalt pavement 本文研究的主要內(nèi)容是:瀝青混合料低溫開裂機理,瀝青混合料低溫開裂影響因素,瀝青橡膠碎石,玻璃纖維瀝青碎石的高溫抗壓強度,低溫劈裂強度,抗滑性能及其施工工藝,技術(shù)與經(jīng)濟比較等,探索新型的瀝青路面結(jié)構(gòu)組合。
Through the marshall experiment and the low temperature crazing - resistance intensity experiment , which work on the asphalt - rubber macadam , fiberglass asphalt macadam indoors , we have got various kinds of experimental data , carrying out experiment by means of the method of mathematical statistics , we have got various kinds of experimental data . dealing with the experimental data by means of the method of mathematical statistics , through contrast and analyzing , we have put forward the best suitable rate of the three asphalt macadam , hi the laboratory asphalt macadam , in the laboratory and the asphalt mixtures blending gathering plane , we have groped after paving technology of the asphalt - rubber macadam 通過在室內(nèi)對瀝青碎石,瀝青橡膠碎石,玻璃纖維瀝青碎石進行了馬歇爾試驗和低溫抗裂強度試驗,得到了各種試驗數(shù)據(jù),應(yīng)用數(shù)理統(tǒng)計的方法進行試驗,得到了各種試驗數(shù)據(jù),應(yīng)用數(shù)理統(tǒng)計的方法進行試驗數(shù)據(jù)的處理,通過對比分析,提出了三種瀝青碎石的最佳配合比。在試驗室和瀝青混合料拌和場摸索了瀝青橡膠碎石的攤鋪工藝。