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Assessing the effects of constructing the Colosseo/Fori Imperiali station on the Basilica di Massenzio in Rome, Italy

机译:评估在意大利罗马的马森齐奥大教堂上建造罗马斗兽场/帝国帝国火车站的影响

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Colosseo/Fori Imperiali is a key station of the San Giovanni-Venezia stretch on the new Metro Line C in Rome, Italy. It provides interchange facilities to the existing Line B and direct access to some of Rome's most important monuments, including the Colosseum and the Basilica di Massenzio. The works are ongoing in 2014 and the station comprises excavations for the main station box, which is in excess of 30 m deep, approximately 130 m long and up to 42 m wide, as well as for a sub-station and station entrances, which are around 8 m depth. There is a minimum distance of approximately 10 m between the station and the Basilica, which was the largest building of the Roman Forum but its remains are now in a cracked and vulnerable condition. Given the historic importance of the Basilica and the close proximity of the station, ground movements had to be predicted and their potential effects on the monument required careful consideration. This paper presents the 3D FE analysis that was undertaken to enable this assessment and determine requirements for additional mitigation measures. Some mitigation measures were already implemented, including alignment refinement to optimize the box configuration and to position it as far from the monument as practicable, the use of stiff retaining wall systems, sufficiently deep to cut-off groundwater flow, and emphasis on good construction control. The analysis results demonstrated that, despite the large depth and size of the excavation for the final station box configuration, the effects on the monument would be minimal and so active intervention at the Basilica could be limited to detailed monitoring, temporary support and some strengthening work.
机译:Colosseo / Fori Imperiali是位于意大利罗马的新地铁C线上的San Giovanni-Venezia线路的重要车站。它为现有的B线提供了互换设施,并可以直接通往罗马的一些最重要的古迹,包括罗马斗兽场和马森齐奥大教堂。该工程正在进行中,将于2014年进行,车站包括主车站箱的开挖,该车站箱的深度超过30 m,长约130 m,最大宽度为42 m,还为子站和车站的入口开挖。深度约8 m。车站和大教堂之间的最小距离约为10 m,大教堂是罗马广场的最大建筑,但其残骸目前处于破裂和脆弱状态。考虑到大教堂的历史重要性和车站的近距离,必须预测地面运动,因此,对纪念碑的潜在影响需要仔细考虑。本文介绍了进行3D FE分析以进行此评估并确定其他缓解措施的要求。已经采取了一些缓解措施,包括调整路线以优化箱形结构并将其尽可能地远离纪念碑的位置,使用坚硬的挡土墙系统,足够深的深度以切断地下水流以及强调良好的施工控制。分析结果表明,尽管最终车站箱体的开挖深度和尺寸较大,但对纪念碑的影响却很小,因此对大教堂的积极干预可能仅限于详细的监控,临时支持和某些加固工作。

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