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Dating back to 1980, the Journal of the Faculty of Civil Engineering and Architecture is proud of its long-standing tradition and contribution to the academic community. Over more than four decades, the journal has served as a platform for disseminating research in the fields of civil engineering and architecture, both within the region and increasingly on a global scale. Building on the solid foundations laid in earlier years, we are pleased to observe steady and consistent progress in enhancing the journal’s international visibility, relevance, and scientific recognition. According to the Serbian national classification of scientific journals, our journal was awarded the M54 category for its 2024 volume - a testament to the ongoing efforts of the editorial team, reviewers, and authors. We are optimistic that the coming year will bring even greater achievements, both in terms of academic quality and outreach to a broader research community.

The authors who contribute to our journal come from a variety of countries across different continents, reflecting a growing international reach and appeal. This geographic diversity not only enriches the journal’s content but also highlights the increasing global interest in the topics we publish. This process was made possible thanks to the commitment of reviewers from a wide geographic and institutional background. We are deeply grateful to these experts, whose careful assessments and constructive feedback have helped to uphold and improve the quality of our published papers. Finally, we extend an open invitation to researchers, scholars, and professionals to consider submitting their work to our journal. Whether you are at the beginning of your academic career or an experienced researcher, we welcome your contributions. The editorial team remains committed to continuous improvement, and we pledge to keep working toward increasing the journal’s visibility, citation impact, and scientific standing in the years ahead.

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Vol 40, No 1 (2025):

Journal of the Faculty of Civil Engineering and Architecture

Published: 01.06.2025.

Current issue
01.06.2025. Research paper
PROBABILISTIC ESTIMATION OF LIFE-CYCLE CHLORIDE-INDUCED CORROSION

By Jiabin Liu, Heng Mei, Andrija Zorić

01.06.2025. Research paper
ANALYSIS OF SURFACE DEFORMATIONS DURING EXCAVATION OF A SMALL OVERBURDEN TUNNEL IN WEAK ROCK MASSES

By Ekrem Bektašević, Satko Filipović, Kemal Gutić, Džemal Hodžić, Namik Musa

01.06.2025. Research paper
SOME DEEP FREEZE STORAGE HEAT TRANSFER PROBLEMS

By Aleksandar Rajčić

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13.06.2024. Review paper
DECENTRALIZED WASTEWATER TREATMENT - A SUSTAINABLE SOLUTION FOR PROTECTING WATER RESOURCES FROM POLLUTION

By Dragan Milićević, Marija Milićević, Rastislav Trajković

In locations with low population density or constraints in technology, resources, and personnel, the use of centralized wastewater treatment systems is not be justified. In such areas, decentralized wastewater treatment systems offer several advantages overcentralized systems. In these systems, the treatment and disposal of effluent is close to the source of waste water production, which reduces investments in a long sewage network and enables the application of other methods of wastewater transport, such as pressure sewerage and vacuum sewerage. A significant advantage of decentralized systems is their ability to be installed quickly, while also enabling local water reuse and implementation of the principles of circular economy, thereby enhancing productivity. In Serbia, according to the 2011 census, there are 449 settlements with more than 2,000 equivalent inhabitants whose wastewater should undergo at least secondary biological treatment. Given that approximately 80% of these settlements have populations ranging from 2,000 to 10,000, the implementation of decentralized wastewater treatment systems becomes imperative for sustainable water protection in Serbia. This paper provides a brief overview of decentralized wastewater treatment systems and, using the example of the municipality of Pirot, highlights the advantages and significance of implementing decentralized treatment to ensure a safe, reliable, economically justified, and ecologically sound solution for protecting water resources from pollution.

13.06.2024. Review paper
CONCEPTUAL URBANISTIC-ARCHITECTURAL MODEL OF ROMANI HOUSING: CASE STUDY CRVENA ZVEZDA SETTLEMENT IN NIŠ

By Hristina Krstić, Mirko Stanimirović, Nataša Petković, Vladana Stanković

25.12.2023. Review paper
COMPARATION OF LABORATORY AND IN-SITU TEST RESULTS OF MECHANICAL AND DURABILITY CONCRETE PROPERTIES FOR STADIUM STRUCTURE

By Marko Ćećez, Merima Šahinagić-Isović, Mili Selimotić

25.12.2023. Review paper
LANDSLIDE STABILISATION AND REHABILITATION MEASURES ON THE REGIONALEN ROAD R-1202 MAVROVO - DEBAR, NORTH MACEDONIA

By Sead Abazi, Bulent Suloodja

Tectonic displacements, terrains with cracked and decomposed rocks, climate change and intense rains are the main factors that cause the emergence of new geological processes. These phenomena can cause damage to road infrastructure facilities. Such aphenomenon is registered on the regional road R-1202 Mavrovo-Debar, in the western part of North Macedonia, where on one of the lanes on the side of the slope there is a subsidence of the road construction. In this paper measures for stabilisation and rehabilitation of the landslide on the regional road are presented. This particular terrain is characterised by steep slopes, and in addition to the terrain instability reasons stated above, there is an inadequate maintenance of the drains and canals that are a part of the road structure. Therefore, the problem has been studied and recommendations are given for stabilisation and rehabilitation measures. The proposal is to build a structure to relocate and strengthen the unstable zone consisting of a slab founded on piles that will transfer the load to the lower layers. For this purpose, two software programs are used: “Slide”, which analyses the stability by boundary equilibrium methods, and “Plaxis 2D”, which is used to calculate deformations and straining. According to the results obtained from “Slide”, the safety factor value Fs = 0.988 proves that the slope is not stable and there is a need for slope reinforcement, as well as rehabilitation of the road with reinforced concrete slabs and piles. While the design of the technical solution is simulated in several phases, according to the obtained results it is concluded that valid results are obtained from the last phase of exploitation and the maximum deformations Utot = 14.23 mm are shown and they occur in the pile capping beam. The horizontal and vertical displacements are 4.50 mm or 14.13 mm accordingly. Hence, the conclusion is that the steps taken for stabilisation and reconstruction of the landslide on the road Mavrovo - Debar meet the project-exploitation requirements.
13.06.2024. Review paper
ASSESSMENT OF PROTECTIVE STRUCTURES FOR ARCHITECTURAL HERITAGE: CASE STUDY OF POMPEII, LEPENSKI VIR AND GOBEKLI TEPE

By Nastasija Kocić, Sonja Krasić, Jovana Tomić, Isidora Mitrović