Pavement structure and materials design for sea-crossing bridges and tunnel: Case study of the Hong Kong–Zhuhai–Macau Bridge

Aimin Sha , Wei Jiang , Jinhuan Shan , Wangjie Wu , Yupeng Li , Shuangjiao Zhang
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Abstract

With the continuous development of bridge and tunnel construction technologies, large-scale sea-crossing bridges and tunnels have gradually become the preferred choice for regional traffic. The construction technology of Hong Kong-Zhuhai-Macau Bridge (HZMB), one of the most representative sea-crossing passageways, is instructive for the construction of other large sea-crossing infrastructures. At present, the pavement design method of sea-crossing passageways lacks pertinence as it still refers to specifications for design of common pavement. Therefore, it is necessary to consider the bridge and tunnel pavement of HZMB as a typical example to analyze key technical problems encountered in its design, construction and operation. Novel solutions for material selection and structural design built upon the analysis of such critical problems should thus follow up. Based on comprehensive literature research, it can be found that environmental variability, tunnel closure, structural differential settlement and expansion deformation are the key technical problems faced by pavement of sea-crossing passageways. In view of the environmental variability, the steel deck-paving material and structure design of GMA-10 + SMA-13 is innovatively proposed. As for the closure of immersed tube tunnel, warm-mix flame retardant asphalt mixture is used to control pavement design through key indexes such as temperature and limit oxygen index. Regarding the deformation of immersed pipe joints, BJ200 asphalt seamless expansion joint material is introduced, which effectively satisfies the multi-directional deformation between pipe joints and ensures the smoothness of the road surface and driving comfort. For segmental joints, double-layer waterproof-coiled material is used to effectively prevent reflective cracks while ensuring the continuity of asphalt concrete pavement. Therefore, this paper provides a panel of ideas and methods for the pavement design of the same type of sea-crossing passageways.

跨海桥梁与隧道路面结构与材料设计——以港珠澳大桥为例
随着桥梁和隧道施工技术的不断发展,大型跨海桥梁和隧道逐渐成为区域交通的首选。港珠澳大桥是最具代表性的跨海通道之一,其施工技术对其他大型跨海基础设施的建设具有指导意义。目前跨海通道的路面设计方法仍参照普通路面设计规范,缺乏针对性。因此,有必要以港珠澳大桥桥隧路面为典型案例,分析其在设计、施工和运营中遇到的关键技术问题。因此,在分析这些关键问题的基础上,材料选择和结构设计的新解决方案应该随之而来。综合文献研究发现,环境变异性、隧道合闸、结构差异沉降和膨胀变形是跨海通道铺面面临的关键技术问题。针对环境的可变性,创新性地提出了GMA-10 + SMA-13钢桥面铺装材料及结构设计方案。对于沉管隧道闭合,采用温拌型阻燃沥青混合料,通过温度、限氧指数等关键指标控制路面设计。对于浸入式管缝的变形,引入BJ200沥青无缝伸缩缝材料,有效满足管缝之间的多向变形,保证路面的平整度和行驶舒适性。节段接缝采用双层防水卷材,有效防止反射裂缝,同时保证沥青混凝土路面的连续性。因此,本文为同类型跨海通道的路面设计提供了一套思路和方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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