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Measuring, Monitoring and Prediction of Vibration Effects in Rock Masses in Near-Structure Blasting

机译:近结构爆破中岩体振动效应的测量,监测和预测

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Blasting and the transmission of vibration involve numerous variables which makes it impossible to predict the levels of vibrations. Therefore an effective blast design and optimization require a multitude of variables be integrated into a single instance. In prior research the existence of the strong relation between PPV and damage to structures has been well established. Besides PPV, the frequency is one of the most important factors controlling the response of structures. This paper presents a case history of Olympic Stadium renovation in Helsinki, Finland with a focus on blasting near the Olympic Stadium Tower. It will be concluded whether the current vibration criteria, measurement and approach are suitable and sufficient for near-structure blasting.
机译:爆破和振动的传动涉及许多变量,这使得无法预测振动水平。因此,有效的爆炸设计和优化需要将多种变量集成到单个实例中。在现有研究中,PPV与结构损坏之间的强关系的存在已经很好地建立了很好。除了PPV之外,频率是控制结构响应的最重要因素之一。本文介绍了芬兰赫尔辛基奥林匹克体育场改造的案例历史,专注于奥林匹克体育场塔附近的爆破。它将得出结论是当前振动标准,测量和方法是否适合并且足以用于近结构爆破。

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