Abstract
Chloride-contamination of reinforced concrete (RC) structures, whether arising from the use of chloride-contaminated raw materials or from exposure to aggressive environments, results in corrosion of traditional steel reinforcement. For this reason, design standards worldwide limit the use of chloride-contaminated materials in cement and concrete production, without considering the related advantages in saving natural resources. The SEACON project aims at demonstrating the safe utilization of seawater and salt-contaminated aggregates for sustainable concrete production when combined with corrosion resistant reinforcement. For this purpose, a demonstration was built and exposed to an aggressive environment, with the aim of proving the feasibility of using such different technology to produce RC, and collecting data to evaluate durability aspects. This paper shows the results achieved through laboratory investigations and the preliminary results of the on-site monitoring, with particular reference to the materials characterization.
| Original language | English (US) |
|---|---|
| Title of host publication | Lecture Notes in Civil Engineering |
| Publisher | Springer |
| Pages | 474-486 |
| Number of pages | 13 |
| DOIs | |
| State | Published - Jan 1 2020 |
Publication series
| Name | Lecture Notes in Civil Engineering |
|---|---|
| Volume | 42 |
| ISSN (Print) | 2366-2557 |
| ISSN (Electronic) | 2366-2565 |
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Keywords
- Chloride
- Concrete
- Corrosion-resistant reinforcement
- Durability
- Sustainability
ASJC Scopus subject areas
- Civil and Structural Engineering
Cite this
On-Site Demonstration Project of Reinforced Concrete with Seawater. / Bertola, F.; Canonico, F.; Redaelli, E.; Carsana, M.; Gastaldi, M.; Lollini, F.; Torabian Isfahani, F.; Nanni, Antonio.
Lecture Notes in Civil Engineering. Springer, 2020. p. 474-486 (Lecture Notes in Civil Engineering; Vol. 42).Research output: Chapter in Book/Report/Conference proceeding › Chapter
}
TY - CHAP
T1 - On-Site Demonstration Project of Reinforced Concrete with Seawater
AU - Bertola, F.
AU - Canonico, F.
AU - Redaelli, E.
AU - Carsana, M.
AU - Gastaldi, M.
AU - Lollini, F.
AU - Torabian Isfahani, F.
AU - Nanni, Antonio
PY - 2020/1/1
Y1 - 2020/1/1
N2 - Chloride-contamination of reinforced concrete (RC) structures, whether arising from the use of chloride-contaminated raw materials or from exposure to aggressive environments, results in corrosion of traditional steel reinforcement. For this reason, design standards worldwide limit the use of chloride-contaminated materials in cement and concrete production, without considering the related advantages in saving natural resources. The SEACON project aims at demonstrating the safe utilization of seawater and salt-contaminated aggregates for sustainable concrete production when combined with corrosion resistant reinforcement. For this purpose, a demonstration was built and exposed to an aggressive environment, with the aim of proving the feasibility of using such different technology to produce RC, and collecting data to evaluate durability aspects. This paper shows the results achieved through laboratory investigations and the preliminary results of the on-site monitoring, with particular reference to the materials characterization.
AB - Chloride-contamination of reinforced concrete (RC) structures, whether arising from the use of chloride-contaminated raw materials or from exposure to aggressive environments, results in corrosion of traditional steel reinforcement. For this reason, design standards worldwide limit the use of chloride-contaminated materials in cement and concrete production, without considering the related advantages in saving natural resources. The SEACON project aims at demonstrating the safe utilization of seawater and salt-contaminated aggregates for sustainable concrete production when combined with corrosion resistant reinforcement. For this purpose, a demonstration was built and exposed to an aggressive environment, with the aim of proving the feasibility of using such different technology to produce RC, and collecting data to evaluate durability aspects. This paper shows the results achieved through laboratory investigations and the preliminary results of the on-site monitoring, with particular reference to the materials characterization.
KW - Chloride
KW - Concrete
KW - Corrosion-resistant reinforcement
KW - Durability
KW - Sustainability
UR - http://www.scopus.com/inward/record.url?scp=85072080726&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85072080726&partnerID=8YFLogxK
U2 - 10.1007/978-3-030-23748-6_37
DO - 10.1007/978-3-030-23748-6_37
M3 - Chapter
T3 - Lecture Notes in Civil Engineering
SP - 474
EP - 486
BT - Lecture Notes in Civil Engineering
PB - Springer
ER -