Titlebook: Cave Exploration in Slovenia; Discovering Over 350 Martin Knez,Tadej Slabe Book 2016 Springer International Publishing Switzerland 2016 Cav

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Nichtlineare Optik II: Vierwellenmischung,d flowstone. It became clear during the motorway construction undertaking in Slovenia that unroofed caves constitute a relatively common karst landform. In fact, more common than karstologists had imagined before the karst surface was uncovered through earthworks. The various types of notches occurr

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Nichtlineare Optik II: Vierwellenmischung,he clastic sediments in some of them have been subjected to in-depth analyses. A sediment analysis has shown that some of these depressions were in fact old caves, filled with fluvial allochthonous sediments which the lowering of the surface has opened up on top, transforming them into surface depre

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https://doi.org/10.1007/978-3-8348-9288-1 opening up the possibility of examining the mineral composition of the clastic sediment layers found in them. In dolines, red and yellow sediments prevailed, occurring in several shades and transitioning from red to yellow and then to brown. All samples were similar in terms of their mineral compos

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https://doi.org/10.1007/978-3-8348-9288-1 cross-section of the cave was app. 6 m high, with a few metres of ceiling above it. In view of the knowledge available back then, it could be assumed that applying the palaeomagnetic method was the only way to undertake the dating of these sediments. The passage exhibited yellow layers of fluvial c

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https://doi.org/10.1007/978-3-8348-9288-1per main road, in the cutting which was formed during the construction of the Divača–Klanec motorway. The sampled profile consists of more than 5 m of alluvium in two main sequences. The lower sequence comprised ochre-coloured sandy to clayey sediments that were app. 3 m thick. These sediments were

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https://doi.org/10.1007/978-3-8348-9288-1 and 50 m deep. The eastern part descends evenly and reaches its lowest accessible point at the altitude of 315 m, i.e. 47 m under the bottom of the tunnel. The western part ascends gently so that the final point lies at the altitude of 356 m, 6 m under the tunnel’s bottom. In addition to flowstone,