Monitoring of soil structure
Abstract Based on data from the Central Office of Construction Supervision, there were 5455 construction disasters in Poland between 2008 and 2019. Four thousand twenty-three disasters were caused by random events, of which 110 were caused by landslides. Most of these events took place in 2010, when there were up to 94 disaster-related landslides. Landslides have been occurring with different intensity, significantly influencing the current structure of the Earth surface. In natural conditions, without human intrusion, these phenomena have a character of long-term processes that activate depending on the changes of natural external conditions such as ground saturation with water, area deforestation, high degradation or slopes erosion. Everyone who had contact with landslides knows that it is not a sudden phenomenon, but a process - chain of events occurring one after another and developing with time. This phenomenon forces constant necessity of getting more detailed knowledge of the processes mechanism and character and phenomena occurring inside the slopes. That is why slope monitoring plays such an important role in understanding the mechanism of landslides. In Poland, most structures of this type belong to the second or third geotechnical category in accordance with the Regulation of the Minister of Transport, Construction and Maritime Economy (2012). The law obliges the owner of the land on which this type of structure is located to perform inspections and monitoring of its condition. The monitoring of the slope protecting the liquid waste landfill facility located at the food processing plant was analysed in the article. In 1997, the slope was subject to a construction disaster in consequence of washout by the Oder River and too high irrigation of the ground structure. Following the disaster, the slope with the waste reservoirs slid into the river polluting it. Since the reconstruction, the slope is subject to constant monitoring of the external geometry and checking the condition of the ground building the dam. The paper discusses the applied monitoring methods and shows the methodology of conducting the measurements. The results of slope settlement were analysed and compared with model calculations. In conclusion, modern monitoring techniques were shown, which could be applied to this type of structures.