Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Ladislav Kais"'
Autor:
Marian Drusa, Ladislav Kais, Jozef Dubovan, Miroslav Markovic, Frantisek Bahleda, Martin Mecar
Publikováno v:
Sensors, Vol 21, Iss 19, p 6404 (2021)
In recent years, the technology of optical fibers has rapidly gained ground in many areas of science and industry, including the construction industry. In this article, the technology of optical fibers based on a fiber Bragg grating (FBG) was used to
Externí odkaz:
https://doaj.org/article/85bc44288983437fa0e914bac8bce690
Publikováno v:
Communications, Vol 18, Iss 4, Pp 77-82 (2016)
A meshless local method of approximated particular solutions (LMAPS) is used to analyze incompressible fluid flow in a two dimensionalcavity. The method solves the incompressible Navier-Stokes equations in terms of theprimitive variables using the fr
Externí odkaz:
https://doaj.org/article/7e544e5b3637447dbe89218ec0076a95
Autor:
Miroslav Markovic, Marian Drusa, Martin Mečár, Ladislav Kais, František Bahleda, Jozef Dubovan
Publikováno v:
Sensors
Volume 21
Issue 19
Sensors, Vol 21, Iss 6404, p 6404 (2021)
Sensors (Basel, Switzerland)
Volume 21
Issue 19
Sensors, Vol 21, Iss 6404, p 6404 (2021)
Sensors (Basel, Switzerland)
In recent years, the technology of optical fibers has rapidly gained ground in many areas of science and industry, including the construction industry. In this article, the technology of optical fibers based on a fiber Bragg grating (FBG) was used to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::af3a6771043553285d164fb209549f45
Publikováno v:
Civil and Environmental Engineering, Vol 12, Iss 2, Pp 145-152 (2016)
Simplification of the design of Mechanically Stabilized Earth wall structures (MSE wall or MSEW) is now an important factor that helps us not only to save a time and costs, but also to achieve the desired results more reliably. It is quite common way
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c1e4e1ec4657c43b70d65ed1e0b0bc3b
https://doaj.org/article/7415e7fa6beb4ca4bbe5d3869d105007
https://doaj.org/article/7415e7fa6beb4ca4bbe5d3869d105007
Publikováno v:
GeoScience Engineering, Vol 61, Iss 2, Pp 37-40 (2015)
Nowadays many problems concerning industrial floors or floors in shopping centres occurred when local geological characterization is not adequately considered by structural designers, material selection is not evaluated properly and in time for futur
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ba7a73ea1225feec6078ee6037acd318
https://doi.org/10.1515/gse-2015-0016
https://doi.org/10.1515/gse-2015-0016
Publikováno v:
Civil and Environmental Engineering, Vol 11, Iss 1, Pp 76-82 (2015)
There are currently several national standards or regulations for the design of the piled embankment, providing suitable solutions for foundation of transport structure on soft, high compressible subsoil, [1]. The most widely used and the best-known
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::90cebf62cbd1f849d99041f39aba3b4b
https://doi.org/10.1515/cee-2015-0010
https://doi.org/10.1515/cee-2015-0010
Publikováno v:
Procedia Earth and Planetary Science. 15:54-59
Heterogeneity of the geological environment causes different problems related to foundation engineering. Every engineering-geological condition requires specific solutions. The occurrence of soft rock is a risk, especially in interaction with other a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4047ff56c2d640a2e24bd57736fab1b7
Publikováno v:
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings.
The main questions at design of the reinforced structures are: necessary tensile strength of reinforced elements depending on the face part type, inclination and chosen backfill material. The limit states are verified by analytical design methods. Th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4b2d87246e2fef5b1ac393cbd53c4c3b
https://doi.org/10.5593/sgem2015/b12/s2.007
https://doi.org/10.5593/sgem2015/b12/s2.007
Publikováno v:
Procedia Engineering. :352-357
Several analytical and numerical models have been introduced and tested to assess the arching effect on piled embankment. Given the prevalence and popularity of this case, it is not easy to select and recommend best design methodology. Used materials
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e628403550f0df6f29a0c8997b3e38d0