Melnyk O. Complex study of the deformation processes of considerably long soil dams

Object - the deformation processes of earth dams. Methods - used mathematical modeling of power polynomials, handles Walsh Fourier series, the principles of soil mechanics. Novelty - methodology GPS-observations using topocentric coordinates and refinement of the technique of equalization; improved method of high-precision geometric leveling short beam, the technique of a modified version of multiple solutions resection, the technique of forecasting vertical sediment of the dam reservoir, confirmed the effectiveness of the use of research for the SEM- obtain important integral characteristics of the pore prostoranstva soil. The results - the results obtained by the author enable to develop and implement new integrated methods of research and forecasting of critical engineering structures, namely the developed theoretical propositions were tested when the observations of the deformations of embankment dam reservoir, practically tested a modified version of the multiple angular serifs, which allows you to remotely expansion planned to determine the displacement of control marks the first time for the reliable prediction of the operating mill waterworks invited to conduct SEM-microscopic study. The area - surveying and land management