Zobrazeno 1 - 10
of 22
pro vyhledávání: '"Emoke Imre"'
Autor:
Phong Q. Trang, Emoke Imre, Francesca Casini, Stephen Fityus, Maria Datcheva, Wiebke Baille, Janos Lőrincz, Giulia Guida, Vijay P. Singh, Daniel Barreto, Ivan Georgiev, István Talata
Why fractal distribution is so frequent? It is true that fractal dimension is always less than 3? Why fractal dimension of 2.5 to 2.9 seems to be steady-state or stable? Why the fractal distributions are the limit distributions of the degradation pat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::eadec0a8ee8861854b0596a6f2f46095
Publikováno v:
EPJ Web of Conferences, Vol 249, p 07001 (2021)
It is well recognised that particle breakage in granular materials is affected by stress level, stress path, initial density, and particle size distribution (PSD), amongst others. Furthermore, it has been shown that breakage has a significant influen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8dea8da9c8245c48d90edff3c188f46f
https://www.epj-conferences.org/articles/epjconf/pdf/2021/03/epjconf_pg2021_07001.pdf
https://www.epj-conferences.org/articles/epjconf/pdf/2021/03/epjconf_pg2021_07001.pdf
Autor:
Emoke Imre
Publikováno v:
Geotechnical Hazards
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ba54acd786aa9d5bf302799af039c616
https://doi.org/10.1201/9781003078173-93
https://doi.org/10.1201/9781003078173-93
Autor:
P. Rózsa, Emoke Imre
Publikováno v:
Deep Foundations on Bored and Auger Piles ISBN: 9781003078517
Deep Foundations on Bored and Auger Piles
Deep Foundations on Bored and Auger Piles
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::db7ae86adfbb35e4785ccffa576305e6
https://doi.org/10.1201/9781003078517-53
https://doi.org/10.1201/9781003078517-53
Autor:
Stephen Fityus, Emoke Imre
Publikováno v:
ce/papers. 2:639-644
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ba330ae16dfb828e4e4a28150937a557
https://doi.org/10.1002/cepa.742
https://doi.org/10.1002/cepa.742
Publikováno v:
2018 International IEEE Conference and Workshop in Óbuda on Electrical and Power Engineering (CANDO-EPE).
Two linear, point-symmetric coupled consolidation model families (coupled 1 and coupled 2, embedding space dimension m=1,2,3)–differing in the boundary condition - are compared. The structure of solution is treated and the analytical solutions are
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::79958a844796fcfe58c3538337a415c0
https://doi.org/10.1109/cando-epe.2018.8601177
https://doi.org/10.1109/cando-epe.2018.8601177
Publikováno v:
2018 IEEE 18th International Symposium on Computational Intelligence and Informatics (CINTI).
Some tools are briefly presented which are useful at non-linear inverse problems. It is found that some parameters can be eliminated under some conditions from the minimization. If all parameters are eliminated except one, then the transformed merit-
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::159125f75809a6fd5814f2d48321262f
https://doi.org/10.1109/cinti.2018.8928190
https://doi.org/10.1109/cinti.2018.8928190
Autor:
Phong Q. Trang, Emoke Imre, Janos Lőrincz, István Talata, Vijay P. Singh, Tibor Tarnai, Stephen Fityus
Publikováno v:
Entropy, Vol 17, Iss 5, Pp 2781-2811 (2015)
Entropy
Volume 17
Issue 5
Pages 2781-2811
Entropy
Volume 17
Issue 5
Pages 2781-2811
This paper deals with three grading entropy-based rules that describe different soil structure stability phenomena: an internal stability rule, a filtering rule and a segregation rule. These rules are elaborated on the basis of a large amount of labo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a4ce49688f09e53211e9f46c3e71426a
https://doi.org/10.3390/e17052781
https://doi.org/10.3390/e17052781
Autor:
Negar Rahemi, László Nagy, Vijay P. Singh, Tom Schanz, Stephen Fityus, Janos Lőrincz, Emoke Imre
Publikováno v:
Entropy
Volume 17
Issue 4
Pages 2281-2303
Entropy, Vol 17, Iss 4, Pp 2281-2303 (2015)
Volume 17
Issue 4
Pages 2281-2303
Entropy, Vol 17, Iss 4, Pp 2281-2303 (2015)
This paper is an extension of previous work which characterises soil behaviours using the grading entropy diagram. The present work looks at the piping process in granular soils, by considering some new data from flood-protection dikes. The piping pr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::150236a47aa5bf965a5947d62a81568f
https://doi.org/10.3390/e17042281
https://doi.org/10.3390/e17042281
Publikováno v:
Geotechnics, Vol 2, Iss 4, Pp 1109-1126 (2022)
Particle breakage in soils is a well-recognised behaviour. Conventional methods for quantifying the breakage process rely on calculating the area between the particle size distribution (PSD) curves produced before and after crushing. A key aspect of
Externí odkaz:
https://doaj.org/article/dd4a4bed857a445d9dd88843635c6c16