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Geotechnical field measurements applied to a 240 m high office tower constructed by top/down methods in Frankfurt Clay

机译:岩土工程现场测量应用于通过法兰克福方法由上/下方法建造的240 m高办公大楼

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The design and construction of deep excavations and heavily loaded foundations in urban environment is a very demanding geotechnical task which has always to be accompanied by a consequent application of the observational method. On the example of the MAIN TOWER-project the specification and implementation of a large-scale geotechnical and geodetic field measurement program is presented. The MAIN TOWER is a new office tower with a total height of 240 m and five basement levels. The deisgn of the 21 m ddep excavation and the foundation in the high plastic Frankfurt Clay bases on a modified top/down construction in conjunction with a piled raft. All construction activities for the excavation and the foundation as well as the longterm safety of the tower have been carefully monitored with about 1.000 sensors installed in the supporting system, the piled raft and in the soil. All sensors are linked to an automatically operating monitoring network.
机译:在城市环境中进行深基坑和重载基础的设计和施工是一项非常艰巨的岩土工程任务,因此必须伴随着观测方法的应用。在“主塔”项目的示例中,提出了大型岩土和大地测量程序的规范和实施。主塔是一座新的办公大楼,总高度为240 m,共有五个地下层。 21 m ddep开挖的设计和高塑料法兰克福黏土的地基基于改良的上下结构以及桩筏。在支撑系统,堆积木筏和土壤中安装了约1.000个传感器,仔细监控了挖掘和基础的所有建设活动以及塔的长期安全性。所有传感器都链接到自动运行的监控网络。

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