ABSTRACT
In any geotechnical monitoring that assists construction operations, vibration measurement is an integral part. Yet, the criteria for estimating technogenic vibration hazard are missing in the current regulatory documents. Such criteria are expected to take into account a variety of factors encompassing the dynamic parameters of protected buildings and structures, and the frequency content of the vibrations affecting them. This article presents the experience of using the advanced system of real-time vibration monitoring, as well as the approach enabling to obtain the frequency-dependent criteria for each specific building or vibration excitation type. Special focus is laid on monitoring control.
