Use of the geological strength index (GSI) rock mass classification system and the
associated m, s and a parameter relationships linking GSI with the Hoek–Brown failure …

Flysch formations are generally characterised by evident heterogeneity in the presence of
low strength and tectonically disturbed structures. The complexity of these geological …

Brittle fault zones represent a major challenging geological environment for TBM tunnelling
in deep Alpine tunnels, particularly when the faults are near parallel to or cross the tunnel …

Flysch is a sedimentary rock consisting of a rhythmic alternation of hard (limestone,
sandstone, siltstone) and weak (marl, mudstone, claystone) layers. Because of the presence …

Due to advances in numerical modelling, it is possible to capture complex support-ground
interaction in two dimensions and three dimensions for mechanical analysis of complex …

This paper presents a case study regarding slope stability problems and the remedial slope
stabilization work executed during the construction of two reinforced concrete water storage …

Evaluating rock masses for dam foundations, especially heterogeneous rock (flysch),
becomes imperative and requires accurate geomechanical classifications. The rocks at the …

Weak rock mass strength estimation is a long-lasting challenge associated with
geotechnical engineering due to its complex nature and limited definition. Weak rock …

Cut slopes are very sensitive to weathering because of disturbed rock mass and
topographical condition by excavation. During and right after an excavation process of a cut …

Flysch deposits are common in Serbia. Approximately 15% of the 250 km of highways
currently under construction will be constructed in flysch. In the most southern part of the E80 …