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Among the important parameters determining the likelihood of occurrence of significant damage to engineering structures during an earthquake are the dynamic and seismic characteristics of the structures such as natural frequency, damping coefficient, and vulnerability index of the structure. In this article, the Nakamura method is applied to investigate the seismic stability of an earth-filled dam wall and the surface layer using microtremors. Measurements were taken at seven points on the dam crest and three poin...

In recent decades, we have witnessed an extraordinary progress in tasks related to the problems of the interaction of building structures with the subsoil. The transition from low-rise buildings to high-ones, the design of more subtle structures hand in hand with the full use of building materials, places increasing demands on the methods of foundation of building objects. These tendencies might result in some problems when the issues of the interaction between the upper structure and the subsoil assume a dominant...

Subway construction in the central parts of cities requires the implementation of the latest technological advances in underground construction. These achievements relate to the construction of the main road arteries of the metro. Despite the implemented technical innovations in mass construction, problems need to be solved that require a creative approach for unique cases in technology and security. Risk cases along the subway route are most often concentrated in areas in contact with existing facilities and cont...

In this paper, the main maritime exploration techniques have been analyzed, the seismic refraction, and the seismic reflection. Pursuant to the performed research, we considered the seismic reflection to be of interest, for which we shall suggest improvement in how the data is collected by proposing a hydrophone design. At present, the continuation of exploitation of the traditional basins of natural resources (gas, oil), as well as the emergence of new reserves, such as those in the Black Sea, make it compulsory ...

The impact pile driving method is widely used for the reinforced concrete piles and metal tubular piles with a large weight. Pile driving is a dynamic process: the energy of heavy hammer impact on the pile head is transmitted through the pile shaft and pile toe to the surrounding soil, exciting vibrations of the soils particles and propagation further to the ground. Propagation distance is increasing with driving depth. Impact borned waves must be taken into account during construction work near existing buildings...

The study of the effect of blasting on bench stability is indispensable for the overall mine-s safety, in this perspective, we conducted a study in the limestone quarry, which is characterized by a highly fractured rock mass. While the quarry presents a steep topographic profile, the extraction is carried out on a single operating edge. The blasting operations in the quarry offer an unsatisfying fragmentation (high percentage of oversized boulders), important overbreak, and deformation to the bench-s face; these i...

The stability analysis of underground excavations is a crucial part of the design of underground excavations. One of the most common collapse hazards derives from rock mass cracking which creates potential wedge blocks falling or sliding into the tunnel. Many researchers have addressed this subject and are trying to resolve this critical issue for the safety of underground tunnels. The most extensive research involves implementing finite or discrete element numerical algorithms to analyze wedges. However, this ana...

In the case of road routes in natural and urban environments, a problem arises with a weak foundation at the boundaries of the easement of the facilities. The weak foundation is in the form of landslides, unstable varieties and ravines on which an embankment is built. In an urban environment, the weak base usually covers a much wider area than the easement of the roadways and streets to be strengthened. In order to avoid stabilization of the entire affected city infrastructure and to limit the strengthening activi...

For the most risky sections in the metro construction, the postulates of the mining methods using steel structures have to be used. With the classic settings of these methods, innovative technical solutions can be achieved, to which this report is dedicated. It is necessary to search for simplified, safe and durable tunnels and shafts when crossing existing subway lines. On this basis, the statements of the specific geomechanical tasks were formulated. In the case of shafts, the fundamental differences in the appl...

One of the main sources of risk on slopes in the road infrastructure is the lack of sufficient technical awareness and creative competence of the specialists involved in the investment process. The impact of these sources can be minimized by implementing an appropriate risk management, prevention and protection system in slope stabilization. This system should ensure continuity of geotechnical judgment during geological survey, analysis, design and construction. Geotechnical risk should be considered as a product ...

The problem is actual when slope stabilizations are implemented, when the strengthening systems and re-slopes cannot secure road traffic. There are three main reasons for the problem: climate changes, insufficient funds for strengthened infrastructure and implementation by companies without experience in geotechnical construction. A half-tunnel is used in the presence of a retaining wall, which needs to be integrated into the structure of the new facility. For environmental reasons and traffic safety requirements,...

The method of fundamental solutions is a meshless method that belongs to the Trefftz class of numerical methods. The method needs only the boundary to be defined using the set of boundary collocation nodes; it is mathematically effortless to program. One of the imperfections in the context of MFS is the fictitious boundary without any rigorous definition. The other fact that MFS suffers from is the nature of the characteristic matrix that is non-symmetric and fully populated. This issue is overcome by adopting the...