Zobrazeno 1 - 10
of 28
pro vyhledávání: '"Jurij Karlovšek"'
Publikováno v:
Advances in Civil Engineering, Vol 2024 (2024)
The durability of shotcrete tunnel linings is significantly affected by restrained shrinkage cracking. Given the unique characteristics of shotcrete applied in tunnel linings, especially when dealing with accelerated shotcrete containing reinforcemen
Externí odkaz:
https://doaj.org/article/27b9ff27ebb84b8db0969f1b9cff79dd
Publikováno v:
International Journal of Mining Science and Technology, Vol 32, Iss 2, Pp 375-385 (2022)
The long-term stability of the roof is particularly important in designing underground rock structures. To estimate the durability of roof strata in underground excavation, a computation scheme of subcritical crack growth is proposed in this study. B
Externí odkaz:
https://doaj.org/article/01bb68508758470cad876a693cc2f190
Autor:
Songtao Ji, Jurij Karlovšek
Publikováno v:
International Journal of Mining Science and Technology, Vol 32, Iss 1, Pp 121-136 (2022)
The differential evolution (DE) algorithm was deployed to calibrate microparameters of the DEM cohesive granular material. 4 macroparameters, namely, uniaxial compressive strength, direct tensile strength, Young’s modulus and Poisson’s ratio, can
Externí odkaz:
https://doaj.org/article/91760ddd11914b4bb88d5bf4b58bb569
Publikováno v:
Sensors, Vol 22, Iss 6, p 2421 (2022)
This paper provides a new solution to identify the internal forces of segmental tunnel linings by combining laser scanning and hybrid structural analysis. First, a hybrid structural analysis method for quantifying the internal forces based on displac
Externí odkaz:
https://doaj.org/article/a09a43dbab094effa8bf954f5f6b3ab6
Publikováno v:
International Journal of Mining Science and Technology. 32:375-385
The long-term stability of the roof is particularly important in designing underground rock structures. To estimate the durability of roof strata in underground excavation, a computation scheme of subcritical crack growth is proposed in this study. B
Publikováno v:
Tunnelling and Underground Space Technology. 83:381-392
Ground Penetrating Radar (GPR) is being considered as a potential non-destructive technique for ensuring complete annulus grout backfill behind pre-cast segmental tunnel liners. Current methods for ensuring grout backfill involve drilled verification
Publikováno v:
Journal of Cleaner Production. 347:131080
Autor:
Ulrike Pelz, Jurij Karlovšek
Publikováno v:
Tunnelling and Underground Space Technology. 122:104364
Publikováno v:
International Journal of Rock Mechanics and Mining Sciences. 146:104874
The sudden failure of roof strata is one of the fiercest dynamic instability events in underground longwall mining. To understand the mechanical behaviour of strata, researchers simplified the strata as a beam over an elastic foundation. However, som
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811376023
Geopolymer, as a more sustainable binder material alternative to conventional Portland cement, is attracting attention in the construction industry. One reason is that the production of geopolymer concrete releases less carbon dioxide, and helps to c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::40edd80c69272c2a2321ab673286c2ef
https://doi.org/10.1007/978-981-13-7603-0_47
https://doi.org/10.1007/978-981-13-7603-0_47