Durability design of concrete structures in severe environments
By O. Gjørv. 2014
215 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/afa6760da7718eb8e8a95a0a5afed80eb24a0d45
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
- Togay Ozbakkaloglu
- Vahid Afroughsabet
- Paulo J. M. Monteiro
- A. Horvath
- K. Celik
- Tze Yang Darren Lim
- G. Fischer
- Bahador Sabet Divsholi
Citations in the corpus
- Durability Properties and Microstructure of Ground Granulated Blast Furnace Slag Cement Concrete (2014, background): “This equation is valid for a homogenous semi finite volume of the material (Gjørv 2009).”
- Mechanical and durability properties of high-strength concrete containing steel and polypropylene fibers (2015, background): “Therefore, higher electrical resistivity results in a lower corrosion rate of reinforcing bars in concrete [51,52].”
- Corrosion resistance of steel fibre reinforced concrete – a literature review (2018, background): “It should be mentioned that accumulation and crystallization of salts at cracks and crevices might increase this concentration up to four-fold values [76,77].”
- Mechanical properties, durability, and life-cycle assessment of self-consolidating concrete mixtures made with blended portland cements containing fly ash and limestone powder (2015, background): “Based on standard guidelines [58], the chloride penetration resistance of the C–F binary mixes and C–F–L ternary mixtures ranged from extremely high to very high (Table 10).”
- High-volume natural volcanic pozzolan and limestone powder as partial replacements for portland cement in self-compacting and sustainable concrete (2014, background): “Based on standard guidelines [50], the chloride penetration resistance of the 70 OPC–30 NP binary mix and ternary mixes with a 30NP and 40NP ranges from very high to high (Table 6).”