The paper introduces the results of long-term observations of the displacement of outlines of underground drainage galleries No. 2 and 3 located at the area of the first stage of landslide protection structures of Odessa shore and of rock deformation in depth of adits (the measuring depth of projection meter Π M-100 is 42–43 m) drilled in right bank slope basis on the territory of portYuzhny. It reveals structural-tectonic peculiarities of the rock mass and shows that spatial arrangement of tectonically weak zones determines the direction of shear deformation and of the drift of slope and structure bases.

This content is only available via PDF.
You can access this article if you purchase or spend a download.