Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Tiago Barroqueiro"'
Publikováno v:
Buildings, Vol 10, Iss 6, p 113 (2020)
The main objective of this paper is to provide the industry with a simple and practical way of disposing and recovering recycled waste from precast reinforced concrete elements rejected during the quality control process, while minimizing the consump
Externí odkaz:
https://doaj.org/article/04b6e92da21840469f1b8bdf337221c5
Publikováno v:
Buildings
Volume 10
Issue 6
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Buildings, Vol 10, Iss 113, p 113 (2020)
Volume 10
Issue 6
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Buildings, Vol 10, Iss 113, p 113 (2020)
The main objective of this paper is to provide the industry with a simple and practical way of disposing and recovering recycled waste from precast reinforced concrete elements rejected during the quality control process, while minimizing the consump
Publikováno v:
Materials, Vol 12, Iss 21, p 3565 (2019)
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Materials
Volume 12
Issue 21
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Materials
Volume 12
Issue 21
The urgent need to change the less positive impacts of the construction industry on the environment, and more specifically the production and use of concrete, is the main motivation for the research for more efficient and environmentally sustainable
Autor:
J. de Brito, N. De Belie, J. Morán-del Pozo, Andrés Juan-Valdés, Tiago Barroqueiro, Julia García-González, Luís Evangelista
Publikováno v:
Materials and Structures. 50
The aim of this study is to evaluate the effect of the replacement levels of coarse natural aggregates with recycled aggregates and water-reducing admixtures on the fracture energy of concrete. Four mixes with 0, 20, 50 and 100% replacement ratios ar