Zobrazeno 1 - 10
of 37
pro vyhledávání: '"Bojan Žlender"'
Publikováno v:
Urbani Izziv, Vol 35, Iss 1, Pp 20-32 (2024)
Članek predstavlja problematiko potencialno nestabilnih pobočnih območij v kontekstu podnebnih sprememb. Predstavljen je možni pristop urejanja in upravljanja pobočij, ki upošteva različne rešitve, predvsem temelječe na naravi. Uporabljena j
Externí odkaz:
https://doaj.org/article/b161181b13ad4ee4869585b989b23e1e
Publikováno v:
Urbani Izziv, Vol 35, Iss 1, Pp 109-121 (2024)
This article addresses potentially unstable slope areas in the context of climate change. A possible approach to mitigating and adapting slopes is presented, considering various solutions primarily based on natural processes. The methodology incorpor
Externí odkaz:
https://doaj.org/article/651c87f1d69a4b97b1c938c71eb38fa1
Autor:
Süleyman Gücek, Cahit Gürer, Bojan Žlender, Murat V. Taciroğlu, Burak E. Korkmaz, Kürşat Gürkan, Tamara Bračko, Borut Macuh, Rok Varga, Primož Jelušič
Publikováno v:
Applied Sciences, Vol 14, Iss 17, p 7532 (2024)
The complex interactions between soil and additives such as lignin, glass powder, and rubber tires were investigated using principles of material and soil mechanics. Previous research has mainly focused on individual additives in clay soils. In contr
Externí odkaz:
https://doaj.org/article/4208a5b0b15e4a05a76d29a423973320
Publikováno v:
Geosciences, Vol 14, Iss 4, p 90 (2024)
Steep slopes in soft rock are characterized by their susceptibility to instability (rockfall, rockslide) due to weathering and erosion of the slope surface. This article deals with the problem of adapting to the increasing height of the scree slope.
Externí odkaz:
https://doaj.org/article/eba43e8e016f4b62b00400f093107c84
Publikováno v:
Ain Shams Engineering Journal, Vol 14, Iss 2, Pp 101840- (2023)
This paper presents recommendations for an optimal pavement design. For this purpose, eight optimization models were developed, each corresponding to a different type of pavement. The optimization models were used to obtain the optimal designs for di
Externí odkaz:
https://doaj.org/article/ec95977761354e9787d774bd9d7d7af6
Publikováno v:
Applied Sciences, Vol 12, Iss 16, p 8171 (2022)
The objective of this study is to determine the impacts of expected climate change on slope stability. For this purpose, the case study of a slope instability, that was triggered in 2021 was selected. The stability analysis was performed considering
Externí odkaz:
https://doaj.org/article/4ed71dfdcab347bcb2f4a7ba9720ac54
Publikováno v:
Građevinar, Vol 70, Iss 06., Pp 497-508 (2018)
Parametric study of geocell reinforced pavement, based on FEM results, is presented in this paper. The FEM analysis models include unreinforced pavement structures and geocell-reinforced pavements with various geocell positions, thicknesses and stren
Externí odkaz:
https://doaj.org/article/0240e59f51cf4ff3bcf3793ccd3996a6
Autor:
Alessandra Insana, Mary Antonette Beroya-Eitner, Marco Barla, Hauke Zachert, Bojan Žlender, Margreet van Marle, Bjørn Kalsnes, Tamara Bračko, Carlos Pereira, Iulia Prodan, Fabien Szymkiewicz, Hjördis Löfroth
Publikováno v:
Geosciences, Vol 11, Iss 12, p 488 (2021)
Climate change is already being felt in Europe, unequivocally affecting the regions’ geo-structures. Concern over this is rising, as reflected in the increasing number of studies on the subject. However, the majority of these studies focused only o
Externí odkaz:
https://doaj.org/article/d31df86ad57343429cf8eee181b8706a
Publikováno v:
Applied Sciences, Vol 11, Iss 13, p 6233 (2021)
The design of a gravity retaining wall should be simple to construct, quick to build and the best economic solution to a problem. This can be achieved by using advanced optimization methods. Since geotechnical engineers are not always able to determi
Externí odkaz:
https://doaj.org/article/9689381b0391478ca8d32ba43c4f3de8
Autor:
Bojan Žlender, Primož Jelušič
Publikováno v:
Advances in Fuzzy Systems, Vol 2016 (2016)
The purpose of this paper is to evaluate the optimal number of investigation points and each field test and laboratory test for a proper description of a building site. These optimal numbers are defined based on their minimum and maximum number and w
Externí odkaz:
https://doaj.org/article/38336f9bb4594f2383b80452bc536a6c