期刊文献+

跨江海隧道功能梯度混凝土管片设计理论与技术 被引量:3

Design Theory and Technology on Functionally Gradient Concrete Segment Used in River-crossing or Sea-crossing Tunnels
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摘要 针对目前国内外缺乏成熟的管片高抗渗、长寿命的设计理论与技术的问题,建立了功能梯度混凝土管片(Functionally Gradient Concrete Segment,简称FGCS)的长寿命化以及界面过渡区、界面结合区增强的设计理论与设计方法,提出了功能/结构一体化设计的FGCS的设计方案及其关键制备技术,进一步完善了钢筋混凝土管片耐久性技术的设计理论与技术。 At present,there is lack of the ideal design theories and technologies of reinforced concrete segment about high impermeability and long service-life.The design theories(long service-life,interfacial transition zone and interfacial bond zone strengthening) and design method of Functionally Gradient Concrete Segment(abbr.FGCS) are established.In addition,the design scheme of FGCS adopting functional and structural integrated design are proposed.Finally,the key preparation technologies of FGCS are put forward.Based on the above mentioned,the durability design theories and technologies of reinforced concrete segment are farther perfected.
出处 《南昌大学学报(理科版)》 CAS 北大核心 2010年第4期378-384,共7页 Journal of Nanchang University(Natural Science)
基金 国家"863"计划课题资助项目(2005AA332010) 江西省教育厅青年干部科学基金资助项目(GJJ09428)
关键词 钢筋混凝土管片 盾构隧道 耐久性 长寿命化 界面增强 压印 reinforced concrete segment shield tunnel durability long service-life interface strengthening imprinting
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参考文献11

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共引文献39

同被引文献42

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