Abstract
Seismological investigations are of a particular importance for the behavior of engineering structures and other structures of interest for the society under earthquake effects. This refers not only to the location of the structures themselves but also to their wider surrounding. In this context, it is important to determine the speed of seismic waves to define the possible location for the construction of secondary seismic stations. Also, determination of the speed of the seismic waves is very important to determine the compactness of the rock, where the seismic equipment is placed to increase the efficiency of monitoring the seismic activity.
1 Introduction
The experience from the last earthquake that took place in the surrounding of Istog in March 2010 has shown that expansion of the network for detailed monitoring of the local seismic activity needs to be installed in Kosovo. One of the secondary seismic stations is that of Zatriq.
It is important to fulfill certain conditions on obtaining of high-quality records of seismic waves and defining of earthquake parameters [1–5]. This is necessary for high-quality seismological data in seismology and the earthquake engineering. The accuracy of the earthquake parameters, the hypo central depth, the hypo central time, and the geographical coordinates of the epicenter, depend on a number of factors:
The model includes: the geometry of the layers, their physical characteristics (velocity of the seismic waves, the density of matter), the homogeneity, or the inhomogeneity and alike.
The geometrical distribution of the locations of the seismological stations.
The quality of the installed seismological equipment.
The geotechnical characteristics of the locations where the seismological stations are installed.
The spectral components of the seismic tremor at the selected locations.
In addition to the criteria for the selection of locations for the installation of seismological stations, such as choice of network geometry, natural conditions, seismic characteristics, seismic vibrations, relief, climatic conditions, conditions for the realization of works, the possibility of purchasing the land to be used, conditions for electricity supply, and ensuring telecommunication conditions for uninterrupted data transfer are also the criterion for determining the speed of seismic waves [6–10]. Considering the above, the configuration, i.e., the geometry of the network of seismological stations in Kosovo should be carefully selected. The stations should also be located in the vicinity of clearly differentiated epicentral areas as well as in areas of intersection of tectonic structures where there has not yet been significant seismic activity [11–17]. It should also be mentioned that the operation of the seismological network will contribute to obtain deeper knowledge about the seismic risk both for the entire territory of Kosovo and for local areas that are of particular importance and for which micro-zoning should be done. The planned seismological station covers the geological media of the main geotectonic units and the main neotectonic structures in the territory of Kosovo. Exploring the data on the recorded earthquakes should provide an answer about the relation between the seismic activity of the foci and the tectonic structures in the Kosovo territory.
2 Methods
Seismic refraction method is applied to determine the velocities of seismic P and S waves and definition of the thickness of the surface cover and the method of seismic reflection to define the local structural-tectonic structure and the boundaries of the subsurface geological media from which microseismic vibration and seismic noise could be generated.
Seismic refraction and reflection methods are realized through:
Seismograph Geotech12-channel seismic digital.
Vertical and horizontal geophones with natural frequency of 12 and 26 Hz.
Hammer with a mass of 8 kg for signal excitation.
Analytical analysis and interpretation of the measured data have been done by applying the Seisplus set of computer program. The interpretation of the data enabled the determination of the speed of the primary and secondary seismic waves at the location of the possible secondary seismic station of Zatriq.
3 Results
The refraction profile extends to a length of 120 m (RP-1 in the N–S direction). The realized refraction scheme and the location of the seismological station are given in Figure 1.

The refraction scheme and the location of the seismological station.
According to the results from the refraction investigations, as shown in Figure 2, two elastic media are present at the site: (1) surface loose layer of peridotite and dunite at a depth of 2–3 m in the higher and down to 6 m in the lower part of the terrain with values of seismic velocities of Vp = 575–1,300 m/s and Vs = 325–680 m/s and (2) compact peridotite and dunite below the surface layer with values of seismic velocities of Vp = 4,450 m/s and Vs = 2,360 m/s. The seismological station is located in the higher part of the terrain (in the first half of the refraction profile) in the vicinity of the antenna transmitter.

Refraction investigations.
In Figure 3, the thickness of the peridotite and dunite amounting to over 300 m has been displayed. On the surface, these are cracked and loose and their compactness is increased at depth exceeding 80–100 m. No fault has been found to exist in the vicinity of the seismological station. According to the values of the seismic velocities, the thickness of the loose rock and the expression T = 4 h/Vs, an increase in microseismic vibrations with a dominant period of about 0.12–0.16 s (f = 8.33–6.25 Hz) are expected at this location. In the literature there is also important that interesting results were obtained in some other works [18–38].

The thickness of the peridotite and dunite amounts to over 300 m.
4 Conclusion
The refraction investigations enabled the definition of the values of seismic Vp and Vs velocities of the geological media at the sites down to the depth of about 30–50 m. The thickness of the loose surface and disintegrated layer to be removed while installing the seismometers in the seismological stations. The microlocations of the seismological stations on the most compact parts of the refraction profile where the thickness of the surface layer is the lowest, i.e., less than a few meters of the foci and the tectonic structures in the Kosovo territory. The planned telemetric network of seismological stations covers the entire territory of Kosovo and enables complete monitoring of the seismic activity of the autochthonous foci and the foci in the neighboring countries, i.e., it will enable detailed investigation and definition of the contemporary seismic regime. The same network of seismological stations can also be equipment with seismological instruments for recording of strong earthquakes for the need of earthquake engineering and ecological protection of the human environment. Therefore, from the data of primary and secondary seismic velocity values, the investigated location in Zatriq in Kosovo fulfills the seismological conditions for the construction of the secondary seismic station, something that will affect the more successful monitoring of seismic activity in Kosovo, the region and beyond.
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Funding information: This research received no external funding.
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Author contributions: The authors’ contribution is equal.
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Conflict of interest: The authors declare no conflict of interest.
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Ethical approval: The conducted research is not related to either human or animal use.
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Data availability statement: The datasets generated during and/or analysed during the current study are available from the corresponding author on reasonable request.
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Artikel in diesem Heft
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- An effective method for real-time estimation of slope stability with numerical back analysis based on particle swarm optimization
- An efficient method for computing slope reliability calculation based on rigorous limit equilibrium
- Mechanical behavior of a new similar material for weathered limestone in karst area: An experimental investigation
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Artikel in diesem Heft
- Research Articles
- Vibrational wave scattering in disordered ultra-thin film with integrated nanostructures
- Optimization of lead-free CsSnI3-based perovskite solar cell structure
- Determination of the velocity of seismic waves for the location of seismic station of Zatriq, Kosovo
- Seismic hazard analysis by neo-deterministic seismic hazard analysis approach (NDSHA) for Kosovo
- Ultimate strength of hyper-ellipse flanged-perforated plates under uniaxial compression loading
- Development of an adaptive coaxial concrete rheometer and rheological characterisation of fresh concrete
- Synthesis and characterization of a new complex based on antibiotic: Zirconium complex
- Exergy–energy analysis for a feasibility trigeneration system at Kocaeli University Umuttepe Campus
- Transient particle tracking microrheology of plasma coagulation via the intrinsic pathway
- Analysis of complex fluid discharge from consumer dispensing bottles using rheology and flow visualization
- A method of safety monitoring and measurement of overall frost heaving pressure of tunnel in seasonal frozen area
- Application of isolation technology in shallow super-large comprehensive pipe galleries in seismically vulnerable areas with weak soils
- Application of the ramp test from a closed cavity rheometer to obtain the steady-state shear viscosity η(γ̇)
- Research on large deformation control technology of highly weathered carbonaceous slate tunnel
- Tailoring a symmetry for material properties of tellurite glasses through tungsten(vi) oxide addition: Mechanical properties and gamma-ray transmissions properties
- An experimental investigation into the radiation-shielding performance of newly developed polyester containing recycled waste marble and bismuth oxide
- A study on the fractal and permeability characteristics of coal-based porous graphite for filtration and impregnation
- Creep behavior of layered salt rock under triaxial loading and unloading cycles
- Research and optimization of tunnel construction scheme for super-large span high-speed railway tunnel in poor tuff strata
- Elongational flow mixing: A novel innovative approach to elaborate high-performance SBR-based elastomer compounds
- The ductility performance of concrete using glass fiber mesh in beam specimens
- Thickened fluids classification based on the rheological and tribological characteristics
- Strength characteristics and damage constitutive model of sandstone under hydro-mechanical coupling
- Experimental study of uniaxial compressive mechanical properties of rough jointed rock masses based on 3D printing
- Study on stress distribution and extrusion load threshold of compressed filled rock joints
- Special Issue on Rheological Behavior and Engineering Stability of Rock Mass - Part II
- Seismic response and damage mechanism of tunnel lining in sensitive environment of soft rock stratum
- Correlation analysis of physical and mechanical parameters of inland fluvial-lacustrine soft soil based on different survey techniques
- An effective method for real-time estimation of slope stability with numerical back analysis based on particle swarm optimization
- An efficient method for computing slope reliability calculation based on rigorous limit equilibrium
- Mechanical behavior of a new similar material for weathered limestone in karst area: An experimental investigation
- Semi-analytical method for solving stresses in slope under general loading conditions
- Study on the risk of seepage field of Qiantang River underground space excavated in water-rich rheological rock area
- Numerical analysis of the impact of excavation for undercrossing Yellow River tunnel on adjacent bridge foundations
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- Development of fiber compound foaming agent and experimental study on application performance of foamed lightweight soil
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