Zobrazeno 1 - 10
of 48
pro vyhledávání: '"Sulovska, Monika"'
Publikováno v:
Jordan Journal of Civil Engineering. Jul2024, Vol. 18 Issue 3, p492-502. 11p.
Publikováno v:
Civil and Environmental Engineering, Vol 19, Iss 1, Pp 452-463 (2023)
The paper presents the results of the shear strength measurements of a soil-geosynthetic interface. The tests were executed using a large-size direct shear test apparatus. A total of 5 different samples of materials were tested, i.e., ash, sand, well
Externí odkaz:
https://doaj.org/article/a0ddc943b7884db7a0cfe2d5b6c08cf6
Autor:
Stacho Jakub, Sulovska Monika
Publikováno v:
Slovak Journal of Civil Engineering, Vol 30, Iss 3, Pp 1-8 (2022)
The article deals with a deformation analysis of a road embankment under different types of static and cyclic loading. A typical cross-section of a road embankment supported by geogrid retaining structures is considered. In the case of a design, the
Externí odkaz:
https://doaj.org/article/987f764ad8c0410393ba9ebe0b0b415d
Autor:
Stacho Jakub, Sulovska Monika
Publikováno v:
Civil and Environmental Engineering, Vol 18, Iss 1, Pp 244-257 (2022)
The paper deals with an analysis of the shear strength behaviour of coarse-grained materials using large-sized direct shear apparatus. The shear strength curve of compacted coarse-grained material allows for determining the three typical shear streng
Externí odkaz:
https://doaj.org/article/b0cfe13a3adf4508b15047fafd7abb91
Autor:
Sulovska Monika, Stacho Jakub
Publikováno v:
Civil and Environmental Engineering, Vol 17, Iss 2, Pp 500-512 (2021)
The article deals with designing and analysing a wrapped geogrid reinforced structure (GRS) with a passive facing system. The analysis has been done using analytical calculation and numerical modelling. The analytical calculations were executed using
Externí odkaz:
https://doaj.org/article/5135102fb8594fa79a31a7120a1d1033
Autor:
Stacho Jakub, Sulovska Monika
Publikováno v:
Slovak Journal of Civil Engineering, Vol 27, Iss 4, Pp 32-39 (2019)
Designing the improvement of soil using stone columns is usually based on simplified analytical or numerical models. Stone columns installed using a vibro-replacement technique can cause radial displacement of the original soil. It can cause radial c
Externí odkaz:
https://doaj.org/article/8ba7cda78ca64086bccf49dd1e88cf41
Autor:
Stacho, Jakub1, Sulovska, Monika1
Publikováno v:
Proceedings of the International Multidisciplinary Scientific GeoConference SGEM. 2021, Vol. 21, p169-176. 8p.
Autor:
Sulovska, Monika1
Publikováno v:
Proceedings of the International Multidisciplinary Scientific GeoConference SGEM. 2021, Vol. 21, p129-1326. 1198p.
Autor:
Stacho, Jakub1, Sulovska, Monika1
Publikováno v:
Proceedings of the International Multidisciplinary Scientific GeoConference SGEM. 2020, p457-464. 8p.
Publikováno v:
Periodica Polytechnica: Civil Engineering. 2020, Vol. 64 Issue 4, p989-998. 10p.