2017
DOI: 10.1007/s10668-017-9970-4
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Consideration of strength and service life in cradle-to-gate life cycle assessment of self-compacting concrete in a maritime area: a study in the Brazilian context

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Cited by 12 publications
(7 citation statements)
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“…In previous research, the second approach was mostly applied. For instance, in References 37 and 38, an RC column with chosen size dimensions was applied as FU. Silva et al 39 chose a linear member with a specified length and cross‐section size as FU and performed the service life prediction for different concrete mixes.…”
Section: Environmental Assessmentmentioning
confidence: 99%
“…In previous research, the second approach was mostly applied. For instance, in References 37 and 38, an RC column with chosen size dimensions was applied as FU. Silva et al 39 chose a linear member with a specified length and cross‐section size as FU and performed the service life prediction for different concrete mixes.…”
Section: Environmental Assessmentmentioning
confidence: 99%
“…Recently, the number of international studies related to LCA in the construction sector has increased enormously [8,9]. Some of them applied LCA for very diverse building materials and components, such as cement [10], bamboo [11], conventional building materials [12], wood products [13,14], other bio-based materials, earth materials [15], concrete [16][17][18], and recycled materials [19][20][21]. In terms of recycled materials, special attention is given to studying recycled aggregates, some of them using LCA and Life-Cycle Costs (LCC); for example, the Sustainable Aggregates Resource Management project (SARMa) [22].…”
Section: Construction Sector and Life Cycle Assessment (Lca)mentioning
confidence: 99%
“…From the point of view of the functional comparing of structures by the LCA method, two main principles have been defined [ 30 ]. In Principle I, which is primarily applied, the FU is related to mechanical properties, the volume of the structural element is constant, and the service life of the structural element varies according to the durability of the material [ 31 , 32 , 33 ]. In Principle II, the FU depends on mechanical properties, the service life of the structural elements stays constant, and the volume of the structural element varies according to the durability of the material such as freeze–thaw, carbonation, and chloride resistance.…”
Section: Introductionmentioning
confidence: 99%