Offshore Urban Extension of the Anse Du Portier in Monaco

P. Aristaghes, David Compte
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Abstract

As part of the Monaco offshore extension project, Bouygues Travaux Publics is in charge of design & build a maritime infrastructure as the first step of the six-hectare expansion of the city into the sea. This maritime infrastructure consists of a fill enclosed by a band of 18 trapezoid reinforced concrete caissons and will serve as base for construction of the new eco-neighborhood in Monaco. The caisson precasting area is located in the port of Marseilles, using a dedicated floating dock. The paper focuses on some of the problems which had to be solved, among which : The optimization of promenade level, searching for : ○a compromise between architectural point of view and safety related to storm wave overtopping, taking into account sea level rise and correlations between extreme waves and water levels;○minimal reflection coefficient for vertical concrete caissons, so as to minimize impact on existing Port Hercules wave disturbance.Caissons and rubble mound foundation stability related to waves and seism, including extra seismic forces due to buildings considering the high reclamation height (up to 40 m) and the immediate proximity of building foundations.The presence of a small craft harbor, whose location was fixed for urbanistic reasons, which requested optimizations in detail of anti-overtopping devices as much as possible integrated in the urban context, including a low crested "swimming pool caisson breakwater"Design and build of a dedicated floating yard Design has required a multidisciplinary approach (urbanists, landscapers, architects, marine infrastructure engineering, biologists), with unconventional infrastructure solutions due to the very specific context (direct exposure to offshore waves, proximity of sensitive port and natural areas, seismic hazard associated with buildings very close to 25 m high concrete caissons …).
摩纳哥Anse Du Portier的近海城市扩展
作为摩纳哥海上扩建项目的一部分,布依格·特拉沃公众公司负责设计和建造海上基础设施,作为城市向海洋扩展6公顷的第一步。这个海上基础设施由18个梯形钢筋混凝土沉箱围成的填充物组成,将作为摩纳哥新生态社区建设的基础。沉箱预制区位于马赛港,使用专用浮船坞。本文重点研究了一些需要解决的问题,其中包括:步行街平面的优化,寻求:考虑到海平面上升和极端波浪与水位的相关性,在建筑角度和安全之间寻求妥协;垂直混凝土沉箱的最小反射系数,以尽量减少对现有大力神港波浪扰动的影响。沉箱和碎石丘基础的稳定性与波浪和地震有关,考虑到填海高度高(高达40米)和建筑物基础的直接邻近,包括建筑物产生的额外地震力。由于城市化的原因,一个小型工艺港的位置是固定的,这就要求在城市环境中尽可能地优化防漫溢设备的细节,包括一个低顶的“游泳池沉箱防波堤”的设计和一个专门的浮动庭院的建造,设计需要多学科的方法(城市学家、景观设计师、建筑师、海洋基础设施工程、生物学家)。由于非常特殊的环境(直接暴露在海上波浪中,靠近敏感的港口和自然区域,与25米高的混凝土沉箱相关的建筑物具有地震危险……),因此采用非常规的基础设施解决方案。
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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