Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Eduardo Tejeda Piusseaut"'
Publikováno v:
Infraestructura Vial, Vol 22, Iss 39 (2020)
La utilización de bases tratadas con conglomerantes hidráulicos o ligantes asfálticos, se ha convertido en una solución habitual en la construcción de bases o subbases de pavimentos, por la necesidad de alcanzar altas prestaciones, debido al inc
Externí odkaz:
https://doaj.org/article/4892f412778a4236924f9cd973c5d239
Autor:
Milena Mesa Lavista, José Álvarez Pérez, Eduardo Tejeda Piusseaut, Carlos Alexander Recarey Morfa
Publikováno v:
Dyna, Vol 83, Iss 198, Pp 44-48 (2016)
El presente artículo presenta un estudio de la influencia de las dimensiones del subdominio en el estado tenso-deformacional de terraplenes viales. Su objetivo principal es determinar la distancia más aconsejable desde el pie de talud hasta la cond
Externí odkaz:
https://doaj.org/article/ca614b7330304c9882e0bc1d03827fec
3D-FE of jointed plain concrete pavement over continuum elastic foundation to obtain the edge stress
Autor:
Edwin Alexander Rodríguez Veliz, Eduardo Tejeda Piusseaut, Carlos Alexander Recarey Morfa, Félix Michael Hernández López
Publikováno v:
Revista de la construcción v.19 n.1 2020
SciELO Chile
CONICYT Chile
instacron:CONICYT
Revista de la construcción, Volume: 19, Issue: 1, Pages: 18-5, Published: APR 2020
SciELO Chile
CONICYT Chile
instacron:CONICYT
Revista de la construcción, Volume: 19, Issue: 1, Pages: 18-5, Published: APR 2020
The article presents the results of computational modeling of a rigid pavement with load applied to the edge of the slab, for which a multipurpose software (ABAQUS / CAE) based on the finite element method is used. First, it is explained in detail ho
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4452fc5c26f003c6ca0bbf047e2d352e
https://doi.org/10.7764/rdlc.19.1.5-18
https://doi.org/10.7764/rdlc.19.1.5-18
Publikováno v:
Data in Brief
Data in Brief, Vol 38, Iss, Pp 107315-(2021)
Digibug. Repositorio Institucional de la Universidad de Granada
instname
Data in Brief, Vol 38, Iss, Pp 107315-(2021)
Digibug. Repositorio Institucional de la Universidad de Granada
instname
The Road department of Instituto Superior Politécnico JoséAntonio Echeverría and Universidad Central Marta Abreu de las Villas supported this investigation.
Slope-stability analysis is one of the parameters in the de- sign of road embankments
Slope-stability analysis is one of the parameters in the de- sign of road embankments
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::af71b634526d5e351e45cf182151b2b8
http://europepmc.org/articles/PMC8403731
http://europepmc.org/articles/PMC8403731
Publikováno v:
Infraestructura Vial, Vol 22, Iss 39 (2020)
Infraestructura Vial, Volume: 22, Issue: 39, Pages: 29-42, Published: JUN 2020
Infraestructura Vial, Volume: 22, Issue: 39, Pages: 29-42, Published: JUN 2020
Resumen La utilización de bases tratadas con conglomerantes hidráulicos o ligantes asfálticos, se ha convertido en una solución habitual en la construcción de bases o subbases de pavimentos, por la necesidad de alcanzar altas prestaciones, debid
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1b7ae26b16bc1eec17a7ea033ae0a970
https://revistas.ucr.ac.cr/index.php/vial/article/view/41574
https://revistas.ucr.ac.cr/index.php/vial/article/view/41574
Autor:
José Álvarez-Pérez, Eduardo Tejeda-Piusseaut, Francisco Lamas-Fernández, Milena Mesa Lavista, Rafael Bravo-Pareja, Carolina Cabrera-González
Publikováno v:
Ingeniería e Investigación, Vol 42, Iss 1, Pp e93712-e93712 (2021)
Ingeniería e Investigación, Volume: 42, Issue: 1, Article number: e103, Published: 22 OCT 2021
Ingeniería e Investigación, Volume: 42, Issue: 1, Article number: e103, Published: 22 OCT 2021
Numerical modeling is a powerful tool to determine the stress-strain relationships of structures. However, for a reliable application, physical and mathematical models must be calibrated and validated. This paper presents an overview of numerical cal
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::27ffb900430c60d2cfd6c007a815fb64
https://doi.org/10.15446/ing.investig.v42n1.93712
https://doi.org/10.15446/ing.investig.v42n1.93712
Publikováno v:
Revista de Investigaciones en Energía, Medio Ambiente y Tecnología: RIEMAT ISSN: 2588-0721; Vol. 1 Núm. 1 (2016): Enero-Junio; 31-35
The subbase and base materials of flexible road pavements traditionally used in Canton Portoviejo are not agglomerated, classified as well-graded stone aggregates, and in some cases with high plasticity. These materials are sometimes not behave prope
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::874daec929d62147b939298a5b0cc6b3
https://doi.org/10.33936/riemat.v1i1.204
https://doi.org/10.33936/riemat.v1i1.204
Publikováno v:
Data in Brief, Vol 38, Iss , Pp 107315- (2021)
Slope-stability analysis is one of the parameters in the design of road embankments that the designer must consider in order to ensure stable and safe construction. The technical standards recommend slopes to heights of 12 m, depending on the soil ty
Externí odkaz:
https://doaj.org/article/4386df5b960845fd9f15e3fa5b7ef75c
Autor:
Milena Mesa Lavista, Francisco Lamas-Fernández, Eduardo Tejeda-Piusseaut, Rafael Bravo-Pareja, Carolina Cabrera-González, José Álvarez-Pérez
Publikováno v:
Ingeniería e Investigación, Vol 42, Iss 1, Pp e93712-e93712 (2021)
Numerical modeling is a powerful tool to determine the stress-strain relationships of structures. However, for a reliable application, physical and mathematical models must be calibrated and validated. This paper presents an overview of numerical cal
Externí odkaz:
https://doaj.org/article/12e2e746e3ae43b1ad6bafa157c06393