由于廢舊橡膠輪胎再利用技術(shù)可產(chǎn)生較好的經(jīng)濟(jì)和環(huán)境效益,其在筑路瀝青混合料中的使用已引起交通領(lǐng)域研究者越來越多的關(guān)注�，F(xiàn)有研究表明,廢輪胎橡膠粉添加到瀝青中,可以有效的提高瀝青路面抵抗高溫車轍、疲勞開裂和低溫開裂的能力。在采用合理的施工技術(shù)后,橡膠瀝青路面的耐久性也優(yōu)于傳統(tǒng)瀝青路面。但是在俄羅斯,由于公路行業(yè)現(xiàn)行的標(biāo)準(zhǔn)和技術(shù)文件編制時(shí)間較早,盡管近些年在交通領(lǐng)域進(jìn)行了相關(guān)的研究,但是很多新技術(shù)的實(shí)施和標(biāo)準(zhǔn)的更新仍然進(jìn)程緩慢。正因如此,橡膠粉改性瀝青新技術(shù)在俄羅斯的實(shí)施應(yīng)用比其他國家滯后。而中國在該技術(shù)領(lǐng)域處于世界領(lǐng)先水平�；诖�,針對(duì)俄羅斯關(guān)于橡膠改性瀝青技術(shù)研究進(jìn)程慢、推廣滯后的現(xiàn)況,全面開展中俄兩國橡膠改性瀝青、瀝青混合料以及路面力學(xué)響應(yīng)的對(duì)比研究,以此分析中俄兩國橡膠瀝青的技術(shù)特色,旨在實(shí)現(xiàn)兩國橡膠瀝青技術(shù)優(yōu)勢(shì)互補(bǔ),為橡膠瀝青路面優(yōu)化設(shè)計(jì)及其在俄羅斯的推廣應(yīng)用提供技術(shù)指導(dǎo)。首先,基于中國和俄羅斯現(xiàn)行的橡膠粉改性瀝青及瀝青混合料應(yīng)用技術(shù)規(guī)范,對(duì)橡膠粉技術(shù)指標(biāo)及粒徑分布、橡膠改性瀝青技術(shù)指標(biāo)、集料技術(shù)指標(biāo)、橡膠瀝青SMA的原材料要求與設(shè)計(jì)方法等進(jìn)行了全面對(duì)比分析。結(jié)果顯示,俄羅斯規(guī)范中... 

【文章來源】：哈爾濱工業(yè)大學(xué)黑龍江省 211工程院校 985工程院校

【文章頁數(shù)】：112 頁

【學(xué)位級(jí)別】：碩士

【文章目錄】：
Abstract
摘要
Chapter1.Introduction
    1.1 Background and Significance of the Study
        1.1.1 Background
        1.1.2 Significance of the Study
    1.2 Literature Review
    1.3 Content and Methodology
        1.3.1 Content
        1.3.2 Methodology
Chapter2.Specification Comparison of Crumb Rubber Modified Asphalt and Asphalt Mixture in Russia and China
    2.1 Specification problem overview
    2.2 Material Specification Comparison
        2.2.1 Crumb Rubber Specification
        2.2.2 Asphalt Specification
        2.2.3 Aggregate Specification
    2.3 Asphalt Mix Specification Comparison
        2.3.1 Cellulose fiber
        2.3.2 Asphalt Mix Design
        2.3.3 Rubber Asphalt Concrete Performance Requirements
    2.4 Chapter Summary
Chapter3.Performance Comparisons of Crumb Rubber Modified Asphalt Binders
    3.1 Russian and Chinese Research Summary
        3.1.1 Russian Research
        3.1.2 Chinese research
    3.2 Performance Investigation of Newly Prepared Rubber Asphalt
    3.3 Chapter Summary
Chapter4.Performance Comparison of Crumb Rubber Modified Asphalt Mixtures
    4.1 Russian and Chinese Research Summary
        4.1.1 Russian Research
        4.1.2 Chinese Research
    4.2 Marshall Mix Design
        4.2.1 Aggregate
        4.2.2 Russian Rubber SMA-15 Marshall Test Results
        4.2.3 SBS SMA-16 Marshall Test Results
        4.2.4 Chinese Rubber SMA-16 Marshall Test Results
        4.2.5 SBS and Rubber SMA-16 Marshall Test Results
    4.3 Chapter Summary
Chapter5.Structural Mechanical Properties Analysis of Rubber Asphalt Pavement Structures with FEM
    5.1 Finite-Element Method
    5.2 Finite-Element Method Models
        5.2.1 Model setup
        5.2.2 Russian Rubber SMA-15
        5.2.3 SBS SMA-16
        5.2.4 Chinese Rubber SMA-16
        5.2.5 SBS and Rubber SMA-16
    5.3 Result Analysis and Validation
    5.4 Chapter Summary
Conclusions
References
Appendix
Acknowledgement



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