Zobrazeno 1 - 6
of 6
pro vyhledávání: '"António Miguel Paula"'
Publikováno v:
Geotechnics, Vol 4, Iss 2, Pp 673-692 (2024)
Soil reinforcement using geosynthetics is an efficient and cost-effective solution for a variety of geotechnical structures. Along with the increasing use of geosynthetics, there is a need to expand and enhance the design methodologies for these elem
Externí odkaz:
https://doaj.org/article/5315c35df8814ba3acaef2d76716ce74
The objective of this research was to analyse the tensile response of three geosynthetics, to apply constitutive equations, and propose values for model parameters to represent the nonlinear behaviour of these materials in the short-term, supported b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bf218abb9bf21c06f55f2a6dbaabb40f
http://hdl.handle.net/10198/26243
http://hdl.handle.net/10198/26243
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
This paper discusses simple constitutive models to represent the tensile response of a geotextile (GTX) and the influence of two endurance durability factors on that response: mechanical and abrasion damage, acting independently and sequentially. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5cc18e7933b14a39729bff2613496b38
https://doi.org/10.1007/s40891-021-00313-7
https://doi.org/10.1007/s40891-021-00313-7
Publikováno v:
Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).
The presence of dynamic loads, such as seismic and wind excitations in framed building structures requires the structural control of the consequent lateral displacements in the structure. This control can be made by the implementation of a vibration
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::42ff4cf9c6facbabdd446a2c2a88d0f8
https://doi.org/10.7712/120119.7164.21067
https://doi.org/10.7712/120119.7164.21067
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Damage of geosynthetics during installation processes can affect their performance, so they are typically represented in design by applying reduction factors to their tensile strength measured in the laboratory. This paper contributes to better under
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a62138ae36c59ec94cd04f9b29eb1fc3
https://doi.org/10.1680/jgein.15.00016
https://doi.org/10.1680/jgein.15.00016
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
This paper contributes to a better understanding of how installation damage of geosynthetics can affect soil–geosynthetic interaction during pullout and inclined-plane shear. The effects of installation damage induced in field trials of a woven geo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9a57d747f3a470b94dd350117d52916f
http://hdl.handle.net/10198/16864
http://hdl.handle.net/10198/16864