RESTORING BASIS POINTS AT DEFORMATION MONITORING

Abstract

This article discusses one of the possible methods of restoring the strong points of observation stations at deformation monitoring. It is shown that can be used to restore the coordinates of thereference frames so-called “stable point”. Such points are characterized in that their coordinates in the interval between two measurements do not change over the range of accuracy of measurement adopted.

Keywords

• геодезия
• мониторинг
• деформации
• репер
• фундамент
• здание