Structural monitoring of segmental tunnel linings: Toward safer and more resource-efficient tunnels

Fabian Rauch, Oliver Fischer
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引用次数: 2

Abstract

Shield-driven tunnels play a key role in an efficient and clean future mobility. In order to ensure their reliable operation and to allow further innovations, it is necessary to know their level of safety from a structural point of view. Only if the internal forces within the tunnel linings are known precisely, a realistic estimation of the load-bearing capacity is possible. However, this is easier said than done, as the prediction of internal forces is subjected to major uncertainties. In case of shield-driven tunnels in particular, there is still a great need for research on the prediction of internal forces. Therefore, in a current research project the authors are performing an in-situ structural monitoring on segmental tunnel linings in Frankfurt (Main) to observe the development of the internal forces. A sophisticated monitoring concept, as well as an extensive calibration and validation program, ensures reliable results. This article presents the current status of the project including the general concepts, theoretical aspects, calibration tests in the tunnel segment testing rig as well as first in situ measurement data.

Abstract Image

管片隧道衬砌结构监测:迈向更安全、更节约资源的隧道
盾构隧道在高效、清洁的未来交通中发挥着关键作用。为了确保其可靠运行并允许进一步创新,有必要从结构的角度了解其安全水平。只有准确地知道隧道衬砌内部的内力,才有可能对其承载能力作出现实的估计。然而,这说起来容易做起来难,因为对内力的预测有很大的不确定性。特别是盾构隧道,其内力预测仍有很大的研究需求。因此,在当前的研究项目中,作者正在对法兰克福(美因)的管片隧道衬砌进行现场结构监测,以观察内力的发展。一个复杂的监测概念,以及广泛的校准和验证程序,确保可靠的结果。本文介绍了工程的总体概念、理论方面、隧道管片试验台的标定试验以及首次现场测量数据。
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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