Zobrazeno 1 - 10
of 31
pro vyhledávání: '"Gema De la Morena"'
Publikováno v:
Geotechnics, Vol 2, Iss 4, Pp 1027-1034 (2022)
This work analyses the mobilization of infinite natural slopes that are initially partially saturated. Starting from dry conditions (the water table is assumed to be deep, far from the slope surface), the soil shear strength will decrease when the we
Externí odkaz:
https://doaj.org/article/a7da55386aec4dcd8e988c35fb9260f5
Publikováno v:
Nuclear Engineering and Technology, Vol 51, Iss 4, Pp 1047-1059 (2019)
This work describes the development of a numerical module with a multiphysics structure to simulate the thermo-hydro-chemo-mechanical behavior of compacted bentonites. First, the conceptual model, based on the state-of-the-art formulation for clay-ba
Externí odkaz:
https://doaj.org/article/0ef7a270b6aa4954873a967cec5bc916
Autor:
Vicente Navarro, Laura Asensio, Virginia Cabrera, Gema De la Morena, Ángel Yustres, Joel Torres-Serra
A formulation is proposed for reproducing the hydro-mechanical behaviour of compacted bentonites as interaggregate porosity becomes negligible. In that case, the model assumes the bentonite deformability to be controlled only by the microstructural m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::03d2d5340cdb417e07e4d554fa0699ee
http://hdl.handle.net/10578/31229
http://hdl.handle.net/10578/31229
Autor:
Laura Asensio, Jorge Pedro Galve, Marina Moya, Vicente Navarro, Juan Alonso, Gema De la Morena
Publikováno v:
Géotechnique. 72:532-542
This paper describes a model for the prediction of sinkhole collapse for two-dimensional and axisymmetric conditions. The model explains the arching effect on the threshold of collapse by a catenary arch or dome that tries to redirect the self-weight
Autor:
Vicente Navarro Gamir, Laura Asensio, Emilio Ruiz Gómez, Joel Torres-Serra, Gema De la Morena
Publikováno v:
Geotechnics; Volume 2; Issue 4; Pages: 1027-1034
This work analyses the mobilization of infinite natural slopes that are initially partially saturated. Starting from dry conditions (the water table is assumed to be deep, far from the slope surface), the soil shear strength will decrease when the we
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5f1f1061203c133a29a9a9f83d06cf68
http://hdl.handle.net/10578/30615
http://hdl.handle.net/10578/30615
Autor:
Vicente Navarro, Virginia Cabrera, Gema De la Morena, Laura Asensio, Ángel Yustres, Joel Torres-Serra
Publikováno v:
RUIdeRA. Repositorio Institucional de la UCLM
instname
instname
A macroscopic model based on a double-porosity approach is proposed to simulate the swelling caused by the subdivision of particles and aggregates that occurs when bentonites are hydrated under a high water content and low confinement. In the model,
Publikováno v:
RUIdeRA. Repositorio Institucional de la UCLM
instname
instname
The ability of helium gas displacement pycnometry to characterise the reduction of adsorbed water density with increasing bentonite water content was tested. For this purpose, after obtaining the grain density (which was assumed to be constant), an i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::302ed2f52b78fe59bf7efb37936e679b
http://hdl.handle.net/10578/30331
http://hdl.handle.net/10578/30331
Autor:
Juan Alonso, Vicente Navarro, Jesús González-Arteaga, Gema De la Morena, Veli Matti Pulkkanen, Laura Asensio, Heidar Gharbieh
Publikováno v:
RIARTE
Consejo General de la Arquitectura Técnica de España (CGATE)
RUIdeRA. Repositorio Institucional de la UCLM
instname
Navarro, V, De la Morena, G, Gharbieh, H, González-Arteaga, J, Alonso, J, Pulkkanen, V M & Asensio, L 2021, ' Modeling the behavior of compacted bentonites under low porosity conditions ', Engineering Geology, vol. 293, 106333 . https://doi.org/10.1016/j.enggeo.2021.106333
Consejo General de la Arquitectura Técnica de España (CGATE)
RUIdeRA. Repositorio Institucional de la UCLM
instname
Navarro, V, De la Morena, G, Gharbieh, H, González-Arteaga, J, Alonso, J, Pulkkanen, V M & Asensio, L 2021, ' Modeling the behavior of compacted bentonites under low porosity conditions ', Engineering Geology, vol. 293, 106333 . https://doi.org/10.1016/j.enggeo.2021.106333
This article proposes an approach to ensure consistency between constitutive formulations used in double-porosity models when the macrostructural void ratio, eM, is very small. These formulations model processes of different physical natures and ther
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::485b6b94d460e7a7b960c42f5cfdadcd
http://hdl.handle.net/10578/30119
http://hdl.handle.net/10578/30119
Autor:
Vicente Navarro, Ángel Yustres, Laura Asensio, Virginia Cabrera, Daniel González, Gema De la Morena
Publikováno v:
RUIdeRA. Repositorio Institucional de la UCLM
instname
Processes, Vol 9, Iss 2142, p 2142 (2021)
Processes; Volume 9; Issue 12; Pages: 2142
instname
Processes, Vol 9, Iss 2142, p 2142 (2021)
Processes; Volume 9; Issue 12; Pages: 2142
In this paper, a simple precomputing procedure is proposed to improve the numerical performance of the technological application of critical state soil models. In these models, if associated plasticity is assumed, the normalization of the stress spac
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2e0f7970170226d8e64ca6bbdf1e8401
https://doi.org/10.3390/pr9122142
https://doi.org/10.3390/pr9122142
Publikováno v:
RUIdeRA. Repositorio Institucional de la UCLM
instname
instname
The temperature effect on the microstructure deformability of compacted bentonites was assessed using a Clausius-Clapeyron type equation. To this end, vapor adsorption data obtained at different temperatures under low water content conditions was use
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::dd9724da0860194514e99e21630c82cb
http://hdl.handle.net/10578/30091
http://hdl.handle.net/10578/30091