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Deep excavation of Malatesta Station in Rome: Design, construction and measures

机译:罗马Malatesta车站的深基坑:设计,施工及措施

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Malatesta station is one of the new Rome urban subway line stations. Its constructionrequired deep excavations in urban area, under high water pressures.Site stratigraphy is characterized by the superimposition of pyroclastic soils, having different cementationdegrees, and Tevere’s alluvional soils. The stratigraphic column base in composed by Monte VaticanoPliocenic Clays and Pleistocene marine Clays, which are typical Rome bedrock.The excavation deepness, the presence of nearby buildings and the high water thrust obliged to use topdownexcavation method and to install a controlled dewatering system.Numerical analysis using FEM were performed and the computation results were compared with thecorresponding field measures results. A wide monitoring activity has been carried out: settlement controlhas been successful and wall movements have been typically small to moderate.
机译:Malatesta站是罗马新的城市地铁线站之一。其构造 在高水压下需要在市区进行深基坑开挖。 现场地层的特征是火山碎屑土的叠加,胶结作用不同 度和Tevere的冲积土。梵蒂冈蒙特组成的地层柱基 上新世粘土和更新世海洋粘土,是典型的罗马基岩。 开挖深度,附近建筑物的存在以及必须使用自上而下的高水位推力 开挖方法并安装一个可控的脱水系统。 用有限元法进行数值分析,并将计算结果与有限元法比较 相应的现场测量结果。开展了广泛的监测活动:沉降控制 已经成功,墙壁运动通常很小到中等。

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