ABSTRACT
In the presented case, coal mining was carried out in the area surrounding the building in the 19th century at a depth of 30 meters below the surface and in the mid-20th century at a depth of 80 meters. For this reason, a potential sinkhole was analyzed using two methods, which concluded that under certain conditions, a sinkhole would not occur. The analyzed building is two-story and was constructed using traditional methods in two periods at the end of the 20th century, after mining operations ceased and surface deformations became apparent. In the first decade of the 21st century, damage occurred in the building. The tilt of the segments was slight, and the building structure remained intact. The damage was attributed to subsidence of the ground, which could have been caused by changes in soil and water conditions or the occurrence of the phenomenon of suffocation of soil material into the voids in the rock mass located under the building.
