Search

This paper shows an overview of extensive geotechnical and geological investigation of soils around cover-collapse sinkholes that appeared in a constrained area around Mečenčani and Borojevići villages following the 2020–2021 Petrinja earthquake sequence. A total of 122 new and 49 pre-existing historical sinkholes were recorded, mapped, and classified during the geological and geotechnical reconnaissance fieldwork. Many sinkholes collapsed within an area of only 1.13 km2, a relatively rare phenomenon associated with earthquakes, thus motivating soil investigations to better understand associated failure mechanisms and underlying conditions. This paper shows an overview of triaxial test data in synergy with soil water retention curves of unsaturated soils detected in the area, along with results of standard physical soil tests. The soil in the area consists of a 4–15 m thick clayey cover with sporadic gravel lenses. Clays are mostly over-consolidated, with varying degrees of saturation ranging from very small to fully saturated. Underneath are intensely karstified Miocene carbonate rocks. Seasonal and climate-change-induced variations in the groundwater table interact with the artesian/subartesian karst aquifer, thus affecting the suction and the shear strength. In addition, soil water retention curves indicate that desaturation is possible for deeper groundwater table levels and can further affect effective stress, shear strength, and interparticle tensile forces. Collapsed sinkholes have predominately vertical walls, indicating brittle failure of a cohesive cover with varying degrees of saturation. Based on the specific geomechanical properties of soils, this paper offers several hypotheses of failure mechanisms based on the synergy of earthquake-induced dynamic loading and hydro-mechanical interactions of unsaturated soil layers and pore pressure dynamics between two interconnected aquifers.

Croatia has a long tradition of dimension stone exploitation, mostly by surface extraction. Lately, the dimension stone has been extracted in the world also by underground methods, because of environmental, organisational and economical reasons. In such a case, stability problems require adequate studies in order to avoid expensive and technologically unacceptable artificial support measures.In the Kanfanar quarry near the town of Pazin on the Istrian peninsula an existing active surface exploitation had to be transferred underground because of economical and environmental constrains. The stability analysis was made by numerical modelling with the finite difference code FLAC. These calculations are described in the paper and represented the first phase of the pillar design.