Zobrazeno 1 - 10
of 85
pro vyhledávání: '"Theodoros Triantafyllidis"'
Autor:
Hugo Alexander Rondón Quintana, Torsten Wichtmann, Theodoros Triantafyllidis, Arcesio Lizcano Peláez
Publikováno v:
Ingeniare: Revista Chilena de Ingeniería, Vol 16, Iss 3, Pp 461-472 (2008)
En un pavimento, cada una de las capas de la estructura experimenta bajo una carga vehicular ciclos de esfuerzo con componentes vertical, horizontal y de corte. Para el estudio de materiales granulares no tratados (utilizados para conformar capas de
Externí odkaz:
https://doaj.org/article/3eae76617659410b86683e4ae90f2d21
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 46:2817-2848
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::887e2b9e9699a832573eb37b3ca94d03
https://doi.org/10.1002/nag.3428
https://doi.org/10.1002/nag.3428
Publikováno v:
Canadian Geotechnical Journal. 58:1396-1410
A new experimental series on the highly plastic (plasticity index, IP = 34%) Lower Rhine clay (LRC) is presented. The study comprises tests on normally as well as overconsolidated samples under monotonic and cyclic loading. The loading velocity has b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dc908d340836ea39a2770c25df7f9c20
https://doi.org/10.1139/cgj-2020-0012
https://doi.org/10.1139/cgj-2020-0012
Publikováno v:
Soil Dynamics and Earthquake Engineering. 171:107944
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b0ae51639fc8ef6f402f41a5d8e982f0
https://doi.org/10.1016/j.soildyn.2023.107944
https://doi.org/10.1016/j.soildyn.2023.107944
Publikováno v:
Geotechnics
Volume 1
Issue 1
Pages 10-215
Volume 1
Issue 1
Pages 10-215
A new evaluation method for the dilatancy of fine-grained soils based on monotonic and cyclic undrained triaxial tests has been established using two elasticity approaches: isotropic and transverse isotropic hypoelasticity. The evaluation of two clay
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cc2ca9c161902e4840c3b4e1ec693bb8
https://doi.org/10.3390/geotechnics1010010
https://doi.org/10.3390/geotechnics1010010
Publikováno v:
Bautechnik. 98:627-639
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b50b755882209bdb5b2adba3f0ae6434
https://doi.org/10.1002/bate.202100032
https://doi.org/10.1002/bate.202100032
Publikováno v:
Soil Dynamics and Earthquake Engineering. 166:107763
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::18801ab3f16fcb0d800ae74a35a0b67a
https://doi.org/10.1016/j.soildyn.2023.107763
https://doi.org/10.1016/j.soildyn.2023.107763
Publikováno v:
International journal for numerical and analytical methods in geomechanics, 44 (16), 2189-2215
This paper presents a simple hypoplastic model capturing mostly all salient features of clays: rate dependency, time dependency and inherent and induced anisotropy without being restricted to only viscoplastic clays. Therefore, due to the strain rate
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a441159c9f01c1334ce9febfbad97164
https://doi.org/10.1002/nag.3122
https://doi.org/10.1002/nag.3122
Publikováno v:
European Journal of Environmental and Civil Engineering. 27:2303-2312
An overview about the behaviour of two soft soils (Kaolin Silt and Lower Rhine Clay) under monotonic as well as cyclic loading is presented. Thereby it is shown that especially Kaolin posse...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0f5078640e2344607029919acb95eec8
https://doi.org/10.1080/19648189.2020.1734096
https://doi.org/10.1080/19648189.2020.1734096
Autor:
Andrzej Niemunis, Gerhard Huber, Edgar Espino, Theodoros Triantafyllidis, Torsten Wichtmann, Lukas Knittel
Publikováno v:
Acta Geotechnica. 15:2075-2088
The elastic stiffness of a fine sand at small to moderate strains ( $$\varepsilon \le 2 \times 10^{-4}$$ ) has been studied based on cyclic triaxial tests on cube-shaped samples with local strain measurements. Three samples with different densities (
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::228e0dfdb0d4ac1a9307de0a236e3358
https://doi.org/10.1007/s11440-019-00893-9
https://doi.org/10.1007/s11440-019-00893-9