更换科特迪瓦阿比让Houphouët-Boigny大桥的桩基

Ashkan Ameri, A. Mercer
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引用次数: 0

摘要

由于历史上的地面移动、交通量增加和普遍退化,这座重要的公路和铁路桥需要大量修理和加固,它是该国内陆和阿比让港之间的重要联系。这包括加强预应力混凝土箱梁和更换桩基础。替换桩必须与现有桩相邻,且不得超过现有桩,以免在工程期间影响桥梁的稳定性。然而,基础地质条件意味着桩基荷载必须主要通过端承转移到地面。创新思维不是安装更多的桩或更大直径的桩,而是改变了通常设计桩的思维模式,即根据现行的地面条件设计桩,设计适合桩的地面条件。在新桩趾下加设喷射注浆柱,增加地基承载力。这极大地促进了项目的可持续性,并通过节省混凝土、钢材、运输和废物处理减少了碳排放。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Replacing the Piled Foundations of the Houphouët-Boigny Bridge in Abidjan Cote d’Ivoire
Due to historical ground movement, increased traffic levels, and general degradation, this important road and rail bridge which provides an essential link between the interior of the country and the Port of Abidjan, required significant repair and reinforcement. This included strengthening the pre-stressed concrete box girders and replacement of the piled foundations. Replacement piles had to be adjacent to, and no longer than, the existing piles to not compromise the stability of the operational bridge during the works. The underlying geology, however, meant that the pile loads had to be predominantly transferred into the ground through end bearing. Rather than installing a greater number of piles or larger diameter piles, innovative thinking changed the usual mind-set of designing the piles to the prevailing ground conditions, to designing the ground conditions to suit the piles. Jet grouted columns were installed beneath the toes of the new piles to increase the bearing capacity of the ground. This significantly contributed to the sustainability of the project and reduced carbon emissions through saving concrete, steel, plus transportation and disposal of spoil.
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