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Climate6 papers · 53 citations
Polar maritime
Papers by year 1996–2021
Materials studied
Co-occurring phenomena
Linked literature 6
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| Year | Paper | Classification | Cited by ↓ | Conf. | Links |
|---|---|---|---|---|---|
| 2000 | Influence of marine micro-climates on carbonation of reinforced concrete buildings Castro, P; Moreno, E.I +1 · Cement and Concrete Research | Reinforced concreteMarine temperate AtlanticPolar maritimeReef tropical maritimeAtmospheric carbonationCarbonation | 45 | 72% | DOIPDF |
| 2021 | Numerical Simulation of the Effect of Freeze–Thaw Cycles on the Durability of Concrete in a Salt Frost Environment Li, Hao; Zhang, Yuan +1 · Coatings · abstract | Plain concreteReinforced concreteCold desert plateauPolar maritimeCover spalling (freeze-thaw)Freeze-thaw cyclingSalt crystallisation | 8 | 88% | DOIPDF |
| 2009 | THE COMPARISON OF THE FREEZE-THAW RESISTANCE OF CONCRETE EXPOSED TO ICE COVERED SEA FOR 20 YEARS AND CONCRETE WITH FREEZE-THAW TEST KATO, Rina; AYUTA, Koichi +1 · Cement Science and Concrete Technology | Plain concreteReinforced concretePolar maritimeFreeze-thaw cycling | 0 | 85% | DOIPDF |
| 1996 | Three different methods for testing the freeze-thaw resistance of concrete with and without de-icing salt: European round-robin test Unattributed · Freeze-Thaw Durability of Concrete | Plain concreteReinforced concretePolar maritimeSubarctic AtlanticSubarctic continentalCover spalling (freeze-thaw)Freeze-thaw cyclingSalt crystallisation | 0 | 85% | DOI |
| 1996 | Round-robin tests on concrete frost resistance Unattributed · Freeze-Thaw Durability of Concrete | Plain concreteReinforced concreteAlpine high-altitudePolar maritimePolar plateauSubarctic AtlanticSubarctic continentalCover spalling (freeze-thaw)Freeze-thaw cycling | 0 | 72% | DOI |
| 1996 | Influence of water quality on the frost resistance of concrete Unattributed · Freeze-Thaw Durability of Concrete | Plain concreteReinforced concreteAlpine high-altitudeGlacial proglacialPolar maritimeSubarctic continentalFreeze-thaw cycling | 0 | 75% | DOI |