51. Experiences from in-situ monitoring of pavement under weather conditions changeBarbara Likar, Stanislav Lenart, Karmen Fifer Bizjak, Anh Minh Tang, 2016, objavljeni znanstveni prispevek na konferenci Povzetek: Very strong winters with temperatures under 0°C and hot summers with temperatures more than 30°C are observed in the South East part of Slovenia. Those big differences in temperature during the year and especially temperatures below freezing point have strong influence on asphalt layer and sub base of road pavement. The freeze/thaw cycles lead to formation of ice lenses in base course causing cracks in asphalt layers and degrade the pavement usually in a few years. For this reason one section of the national road in the South East part of Slovenia was rebuilt with cold in-situ pavement retreatment. A test field with inbuilt sensors for measuring water content, temperature and deformation in various depths and locations was constructed during the remediation works to study the mechanism of freeze-thaw degradation of pavements. The main goal of the test field is to determine water content in sub base, freezing depth, temperature distribution and deformations, which lead to cracks in asphalt layer after the remediation work in the road construction.
Ključne besede: pavement, freezing, in-situ monitoring, climate effect
Objavljeno v DiRROS: 04.03.2025; Ogledov: 42; Prenosov: 23
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52. Some experience in numerical modelling of unsaturated slope instabilitiesJosif Josifovski, Stanislav Lenart, 2016, objavljeni znanstveni prispevek na konferenci Povzetek: In the past couple years, the region of South-East Europe is subjected to gust rainfall events activating many landslides which cause significant material and human losses. To revaluate the existing risk maps and set new standards some old case histories are revaluated. This paper presents two case histories of landslide instabilities subjected to excess climatic perturbations, gust rainfall, namely the «Stanjevci» cut-slope near the railway line in North-East of Slovenia; and the «Ramina» a natural landslide in urban area near the city of Veles in Central Macedonia. They are briefly described later to be analysed using coupled thermo-mechanical calculations. They are subjected to specific short and gusting rainfall considered as possible trigger. Hence, van Genuchten's hydraulic model is used in combination with elastoplastic material models. The results are summarized with critical comments regarding the mathematical formulation used to describe atmospheric-soil interaction and the influence of different aspects on the accuracy is discussed briefly.
Ključne besede: numerical, unsaturated soil, slope stability analysis, climate effect
Objavljeno v DiRROS: 04.03.2025; Ogledov: 41; Prenosov: 21
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