“…The first study by means of spectral ratio methods was performed in the Karviná region by Kaláb and Knejzlík (2006) on the records of mining induced seismic events generated in the Ostrava-Karviná Coalfield (OKC). Next studies were performed both on the records of mining induced seismic events generated in the OKC as well as on the records of seismic noise measured in the Karviná region, e.g., Kaláb and Lyubushin (2008), Lednická and Kaláb (2014), Lednická (2015). The results, gathered in selected parts of the Karvina region, confirmed the possibility of using these methods while investigating the seismic effect amplification in sedimentary layers.…”
Section: Introductionmentioning
confidence: 73%
“…As mentioned in several studies, fault zones are anisotropic solids characterized by highly fractured zones and ground motion directivity is often documented in the vicinity of these zones (e.g., Vogfjörd 2014, Panzera et al 2014). Elaboration of ground motion directivity using seismic noise measurement was performed in other part of Karviná region -in Stonava locality (Lednická 2015). The measurement was realized in the zone of the Eastern Thrust and it was found that the determined maximum amplification corresponds to the direction of the horizontal component of stresses confirmed by the in situ stress measurements.…”
The Karviná region is well known as an area with an intensive mining induced seismicity. The local geological pattern, especially subsurface sedimentary layers, belongs to one of the most important factors that influence the amplification of seismic effect on the surface. In order to investigate the amplification effect, there are used methods of spectral ratio that enable to analyse records of vibrations. In the present study, two methods, signed as SSR (standard spectral ratio) and HVSR (horizontal to vertical spectral ratio), were used for the site effect evaluation. The analysis was performed in the populated Doubrava locality where high seismic loading on the surface due to mining induced seismicity is documented.
“…The first study by means of spectral ratio methods was performed in the Karviná region by Kaláb and Knejzlík (2006) on the records of mining induced seismic events generated in the Ostrava-Karviná Coalfield (OKC). Next studies were performed both on the records of mining induced seismic events generated in the OKC as well as on the records of seismic noise measured in the Karviná region, e.g., Kaláb and Lyubushin (2008), Lednická and Kaláb (2014), Lednická (2015). The results, gathered in selected parts of the Karvina region, confirmed the possibility of using these methods while investigating the seismic effect amplification in sedimentary layers.…”
Section: Introductionmentioning
confidence: 73%
“…As mentioned in several studies, fault zones are anisotropic solids characterized by highly fractured zones and ground motion directivity is often documented in the vicinity of these zones (e.g., Vogfjörd 2014, Panzera et al 2014). Elaboration of ground motion directivity using seismic noise measurement was performed in other part of Karviná region -in Stonava locality (Lednická 2015). The measurement was realized in the zone of the Eastern Thrust and it was found that the determined maximum amplification corresponds to the direction of the horizontal component of stresses confirmed by the in situ stress measurements.…”
The Karviná region is well known as an area with an intensive mining induced seismicity. The local geological pattern, especially subsurface sedimentary layers, belongs to one of the most important factors that influence the amplification of seismic effect on the surface. In order to investigate the amplification effect, there are used methods of spectral ratio that enable to analyse records of vibrations. In the present study, two methods, signed as SSR (standard spectral ratio) and HVSR (horizontal to vertical spectral ratio), were used for the site effect evaluation. The analysis was performed in the populated Doubrava locality where high seismic loading on the surface due to mining induced seismicity is documented.
“…In geotechnical engineering, they are most commonly used for in situ measurements of vibrations, monitoring during blasting operations at mines, or during underground construction employing blasting or heavy vibration demolition techniques (e.g., hydraulic hammers) to monitor the dynamic response of buildings or rock mass [25][26][27][28]. In urban areas, the dynamic effect of traffic on buildings and their surroundings has been monitored [29][30][31][32][33][34]. Another branch of seismic engineering where these stations are often used is in the determination of natural seismicity for micro-seismic rationing and operational use in service measurements of induced seismicity (e.g., [34]).…”
Section: State-of-the-artmentioning
confidence: 99%
“…In urban areas, the dynamic effect of traffic on buildings and their surroundings has been monitored [29][30][31][32][33][34]. Another branch of seismic engineering where these stations are often used is in the determination of natural seismicity for micro-seismic rationing and operational use in service measurements of induced seismicity (e.g., [34]). Our aim was that the presented solution and information could be used for future research in civil engineering, especially in monitoring the condition of buildings and their possible susceptibility to damage caused by rolling stock.…”
The paper describes the original results of a comparative study of the standard seismic station vs. a novel interferometric sensor for civil engineering needs. The presented results showed that to implement seismic measurements using standard seismic stations, a method using a fiber optic interferometer may serve as an alternative. We presented time records and the frequency spectra obtained from experimental measurements of the dynamic response of the upper rock mass beneath passing tram vehicles (a total of 769 passes) over a period of five months of practical measurements under various climatic conditions. The fiber-optic sensor detected all phenomena at a 100% rate, and the recorded results were compared to the results from a standard seismic station. Both sets of results were recorded simultaneously and agreed significantly, especially in terms of frequency. With regard to time, all tram vehicle axles were detected in individual time records. With regard to frequency, the results detected in the bandwidth generally correlated to rail transport for individual types of tram vehicles.
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