Zobrazeno 1 - 10
of 222
pro vyhledávání: '"Dimitrios Kolymbas"'
Publikováno v:
Open Geomechanics, Vol 1, Iss 1 (2021)
The dilatancy/contractancy of soil is of particular importance for compaction, consolidation, liquefaction, etc. Interestingly, constitutive relations are often unsatisfactory in modelling volume changes in the sense that their predictions deviate co
Externí odkaz:
https://doaj.org/article/ad8c0020f87e4eb195bd70c14cf3e6da
Autor:
DIMITRIOS KOLYMBAS
Publikováno v:
TASK Quarterly, Vol 4, Iss 3 (2000)
Rational mechanics offers a tool to objectively describe the mechanical behaviour of granular materials by means of non-linear tensorial functions. This new framework is called hypoplasticity and is characterized by the simplicity of the mathematical
Externí odkaz:
https://doaj.org/article/03cf11ebd8d0467198ba60c9ad0251a0
Autor:
Dimitrios Kolymbas
Publikováno v:
Acta Geotechnica. 18:581-583
Publikováno v:
Bauingenieur. 97:192-205
In diesem Beitrag werden die theoretischen Grundlagen des Aufsatzes „Wasserdruck auf Wildbachsperren“ [1] den Messungen an vier Konsolidierungssperren gegenübergestellt. Im Speziellen wird dabei auf den Ansatz der Wasserdruckbelastung eingegange
Autor:
Dimitrios Kolymbas
Publikováno v:
geotechnik. 44:166-177
Autor:
Dimitrios Kolymbas
A Primer to Theoretical Soil Mechanics is about adapting continuum mechanics to granular materials. The field of continuum mechanics offers many fruitful concepts and methods, however there is declining interest in the field due to its complex and fr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::31c83c57bb7fada7be7439ad7de50792
https://doi.org/10.1017/9781009210348
https://doi.org/10.1017/9781009210348
Autor:
Robert Hofmann, Dimitrios Kolymbas
Publikováno v:
Bauingenieur. 95:201-209
Zusammenfassung Konsolidierungssperren verhindern die Erosion von Wildbächen in alpinen Tälern. Hier wird der Frage nachgegangen, welche Wasserdruckbelastung bei ihrer Dimensionierung anzusetzen ist. Die Auswertung von Schadensfällen sowie Feldunt
Autor:
Ivo Herle, Dimitrios Kolymbas
Publikováno v:
Bifurcation and Localisation Theory in Geomechanics ISBN: 9781003210931
Bifurcation and Localisation Theory in Geomechanics
Bifurcation and Localisation Theory in Geomechanics
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1bb42b744dc7fd558436a95ebf0d62ea
https://doi.org/10.1201/9781003210931-8
https://doi.org/10.1201/9781003210931-8
Autor:
Iman Bathaeian, Dimitrios Kolymbas
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 43:2512-2524
Publikováno v:
Acta Geotechnica
Second-order work analyses, based on elasto-plastic models, have been frequently carried out leading to the result that failure may occur before the limit yield condition is encountered. In this article, second-order work investigations are carried o