Methodology of experimental research on increasing the stability of water-conducting pipes under the influence of seismic forces

The article also investigates the dynamic strength and vibration mechanism of earthquake active regions, and also water pipelines, earthwork embankments when blasting. It has been proven that more stresses occur within the structure due to variations in the deformation and strength indicators of the soil during the interaction of the structure and the soil. The research made use of field tests, Model experiments on a seismic platform and centrifugal modelling methods. The VI-9-8A vibrator and industrial blasting processes were embraced as the source of vibration and different seismometric sensors were embraced in measuring the parameters of vibration. The great impact of the height of embankments and the type of soil on seismic stability is scientifically proved with the help of mathematical formulas. One of the solutions suggested to increase the stability of the pipes is the reinforcement of slopes using reinforced concrete piles. It is mentioned that the results of the research have a practical significance to the design and enhancement of water-conducting structures that should be earthquake-resistant.

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