Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Zeballos, Marcelo"'
Publikováno v:
Scipedia Open Access
Scipedia SL
Scipedia SL
En este trabajo se presenta un análisis multitemporal del emplazamiento de las márgenes de un tramo del río Jesús María en la provincia de Córdoba, Argentina. El objetivo principal fue registrar, durante el periodo 2002 a 2015, los procesos flu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::3e0d81f41c1cd024f5d39feee0a87e60
https://www.scipedia.com/public/Pagot_et_al__2016a
https://www.scipedia.com/public/Pagot_et_al__2016a
Publikováno v:
Scipedia Open Access
Scipedia SL
Scipedia SL
El limo arenoso de las formaciones loéssicas se caracteriza por su alta sensibilidad a los cambios de humedad. Esta condición lo cataloga como internamente inestable. A pesar de calificación, se constituye, en un material aplicable a diversas cons
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::7ed361d0abcd006f2372e86561afc3f3
https://www.scipedia.com/public/Zeballos_et_al__2013a
https://www.scipedia.com/public/Zeballos_et_al__2013a
Publikováno v:
Scipedia Open Access
Scipedia SL
Scipedia SL
El desarrollo de áreas urbanas, en muchos casos, provoca con el tiempo modificaciones en las condiciones hidrogeológicas locales previamente existente. En un sector del sur de la ciudad de Córdoba, dominada por suelos de tipo loéssicos altamente
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::7f3e342e97e09c901cc503998d210ef4
https://www.scipedia.com/public/Rinaldi_et_al__2011a
https://www.scipedia.com/public/Rinaldi_et_al__2011a
Autor:
Glatstein, Daniel Alejandro
Publikováno v:
Repositorio Digital Universitario (UNC)
Universidad Nacional de Córdoba
instacron:UNC
Universidad Nacional de Córdoba
instacron:UNC
Tesis (DCI)--FCEFN-UNC, 2014 Esta Tesis presenta un estudio de la interacción entre fluidos contaminantes y medios porosos a los fines de evaluar la capacidad de remediación de iones metálicos mediante una bentonita natural y un residuo de la indu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3056::55901292ec1bf01c3a463e7b7d2e82a2
Publikováno v:
Sørensen, K K, Gadegaard, S S & Nielsen, J K 2015, Influence of Shearing Rate on Residual Strength of Clays . in V A Rinaldi, M E Zeballos & J J Clariá (eds), Deformation Characteristics of Geomaterials : Proceedings of 6th International Symposium on Deformation Characteristics of Geomaterials . vol. 6, IOS Press, Advances in Soil Mechanics and Geotechnical Engineering (ASMGE), no. 6, vol. 2015, pp. 858-865, 6th International Symposium on Deformation Characteristics of Geomaterials, Buenos Aires, Argentina, 15/11/2015 . https://doi.org/10.3233/978-1-61499-601-9-858
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=pure_au_____::d1bb9d34a23f4fc9e7c87104bdc296cc
https://pure.au.dk/portal/da/publications/influence-of-shearing-rate-on-residual-strength-of-clays(c741b771-b2ec-425c-82c3-f4fe2a9ba0fc).html
https://pure.au.dk/portal/da/publications/influence-of-shearing-rate-on-residual-strength-of-clays(c741b771-b2ec-425c-82c3-f4fe2a9ba0fc).html
Autor:
Rouhanifar, Salman, Ibraim, Erdin
Publikováno v:
Rouhanifar, S & Ibraim, E 2015, Laboratory investigation on the mechanics of soft-rigid soil mixtures . in V A Rinaldi, M E Zeballos & J J Clariá (eds), Deformation Characteristics of Geomaterials : 6th International Symposium on Deformation Characteristics of Geomaterials . Advances in Soil Mechanics and Geotechnical Engineering, vol. 6, IOS Press, pp. 1073-1080 . https://doi.org/10.3233/978-1-61499-601-9-1073
Rubber particles derived from recycled tyres are used as a practical materials in construction industry, including geotechnical systems. Drained triaxial compression tests are conducted to investigate the mechanical behavior of Leighton Buzzard and r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______2642::da9f642e14938e27fdd563a1f2e4036c
https://research-information.bristol.ac.uk/en/publications/laboratory-investigation-on-the-mechanics-of-softrigid-soil-mixtures(2618550d-f7d4-40d1-a3f2-457d3a068878).html
https://research-information.bristol.ac.uk/en/publications/laboratory-investigation-on-the-mechanics-of-softrigid-soil-mixtures(2618550d-f7d4-40d1-a3f2-457d3a068878).html
Autor:
Hamlin, Simon, Ibraim, Erdin, Lings, Martin, Muir Wood, David, Cavarretta, Ignazio, Camenen, Jean-Francois
Publikováno v:
Hamlin, S, Ibraim, E, Lings, M, Muir Wood, D, Cavarretta, I & Camenen, J-F 2015, Experimental investigation of wave propagation in three dimensions in unbounded particulate assemblies . in V A Rinaldi, M E Zeballos & J J Clariá (eds), Deformation Characteristics of Geomaterials : 6th International Symposium on Deformation Characteristics of Geomaterials . Advances in Soil Mechanics and Geotechnical Engineering, vol. 6, IOS Press, pp. 390-397 . https://doi.org/10.3233/978-1-61499-601-9-390
Understanding wave propagation through soils is essential for site response analysis in earthquake engineering, interpretation of geophysical surveys and SASW (Spectral Analysis of Surface Waves), interpretation of laboratory bender element tests, et
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______2642::e5579928ae65971588952697330275e2
https://research-information.bristol.ac.uk/en/publications/experimental-investigation-of-wave-propagation-in-three-dimensions-in-unbounded-particulate-assemblies(5f0205d2-6489-488b-908e-046d8dcaad7f).html
https://research-information.bristol.ac.uk/en/publications/experimental-investigation-of-wave-propagation-in-three-dimensions-in-unbounded-particulate-assemblies(5f0205d2-6489-488b-908e-046d8dcaad7f).html