Faculty of Civil Engineering

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SOME IDEAS TO INTRODUCE RISK AS A DESIGN CRITERIA IN ROCK SLOPE ENGINEERING
(Savez građevinskih inženjera Srbije, Beograd, 2025-10)
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Peševski, Igor
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Papić, Jovan
Well known fact is that the process of investigations, design, construction and maintenance of rock slopes is extremely challenging task. The whole life cycle of such structures is affected by many uncertainties related to geological media, non-predictable aspects related to force majeure, possible life losses, selection of apropriate design procedure etc. When talking about design process, in the present geotechnical practice, risk is mainly evaluated indirectly through reliability-based design approaches. There, some criteria are defined in order to estimate the upper limit of the probability of failure of respective engineering structures. On the other side, in this article, the concept is extended, and risk as a design criteria for rock slopes is developed in more details, based on authors’ experiences from some large infrastructural projects. A range of values for Reliability Index (β) and Probability of failure (PF) are proposed in relation to Geotechnical Categories (GC), Consequence Class (CC) and Geotechnical Complexity Class (GCC) as they are suggested in the second generation of Eurocode 7. The proposed methodology is illustrated here with regard to rock slope with impressive dimensions, and it can be a subject for further developements
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Preliminary regional landslide susceptibility assessment using limited data
(Croatian Geological Survey, 2019-02-15)
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Abolmasov, Biljana
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Papić, Jovan
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Đurić, Uroš
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Stability of earth structures and relevance of safety factors
(WILEY, Ernst & Sohn, 2018)
Trak, Baris
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Papić, Jovan
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Strength-deformability properties of tailing dam sand in large load span and unsaturated conditions
(WILEY, Ernst & Sohn, 2018)
Jovanov, Zoran
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Abazi, Sead
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Papić, Jovan
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Peševski, Igor
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Some limitations during hydraulic and geotechnical design of small flood protection embankment near the river Neretva
(WILEY, Ernst & Sohn, 2018)
Ljubenkov, Igor
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Strašeski, Atanas
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Papić, Jovan
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Some data about geotechnical engineering in the Republic of Macedonia
(WILEY, Ernst & Sohn, 2018)
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Papić, Jovan
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Sheshov, Vlatko
The long tradition of Danube-European conferences obliges the geotechnical society to show highest respect to historical facts, as essential basis for further development. Having in mind that XVI Danube-European Conference on Geotechnical Engineering (DECGE) is held in Skopje, it is good occasion to present some histo¬ri-cal data connected with development of geotechnics in R. Macedonia (RM) to larger scientific community. Facts about teaching tradition, first-time-ever application of testing methods and some rare phenomenon – part of world geological heritage, are underlined. The authors also note details about present state of geotechnics in RM. Knowing that geotechnical hazards and risks are never confined with state borders, it is underlined that closer cooperation between experts in geotechnical family is necessary. The idea is to insure applicable engineering politics along Danube catchment area and wider, which confirms that the vision of Austrian Society of Engineers and Architects from the First DECGE to bring together geotechnical engineers is still – vital.
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Shear Wave Velocity as a Key Parameter that Steers Seismic Structural Design
(2015)
Kraus, Ivan
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Džakić, Damir
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Papić, Jovan
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Flooding of regulated riverbank: causes and protection solutions
(2015)
Ljubenkov, Igor
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Papić, Jovan
The river of Zrmanja is one of the largest in the south Croatian region of Dalmatia, characterized by a karst terrain. About 12 km upstream from the river mouth in the Adriatic Sea, it passes through the town of Obrovac, the most important and largest town in the Zrmanja area. About 5 km upstream from Obrovac, the HEPP Razovac with dam and retention regulates the river flow from the upstream and sea tides from downstream in the town. A gauging station is also located in the town, next to the downside of the main bridge. Both river banks in Obrovac are regulated, but the right bank is too low just upstream the bridge so it is sometimes flooded. The City government and the House of Culture are located there and in such circumstances they always suffer damages, especially in the last few years. Therefore, it is necessary to perform river reconstruction to protect these and neighboring objects from floods. The aim of this paper is to present hydrological and geotechnical conditions in Obrovac and suggest structural measures to raise flood protection. Respecting that, few solutions are prepared and will be presented with comparison at same technical level, including both advantages and disadvantages.
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Flood protection of the right riverbank of the r. Zrmanja in Obrovac, Croatia
(2014)
Ljubenkov, Igor
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Papić, Jovan
Реката Зрмања е една од најдолгите во Далмација, која претежно протекува низ карстен терен. Околу 12 km возводно од вливот во Јадранско море, таа протекува низ градот Обровац кој е најголем град по нејзиното течение. На 5 km возводно од градот се наоѓа реверзибилна хидроелектрана ХЕПП Разовац со брана и ретензија која го регулира дотокот на вода во градот од реката и морето. Во градот се наоѓа и мерна станица, веднаш низводно од главниот мост. Двата брега во Обровац се регулирани, но десниот е премногу низок токму пред мостот, па неретко се поплавува. Тука се лоцирани Градското собрание и Дoмот на културата, па во такви услови постојани трпат штети од поплави. Целта на трудот е да се претстават хидролошките и геотехничките услови во Обровац и да се предложат мерки за подигање на заштитата од поплави на повисоко ниво. Во тој контекст, подготвени се неколку решенија на еднакво техничко ниво и истите ќе бидат опишани во трудот, вклучувајќи ги и нивните предности и недостатоци.
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Revitalization of access embankments to bridges for section of Corridor 10 in R. Macedonia
(2014)
Papić, Jovan
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Susinov, Bojan
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Gjorgjevski, Spasen

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