2021
DOI: 10.1016/j.conbuildmat.2021.123310
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Chloride ion transport properties in microcracked ultra-high performance concrete in the marine environment

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Cited by 29 publications
(7 citation statements)
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“…Studies on advanced cement-based materials are more scarce. Lv et al [131] verified the chloride ion transport in microcracked ultra-high performance concrete (UHPC) with steel fibres in a marine environment. They observed that even cracks around 50 µm wide formed in the protective layer over the steel fibres become rich in chloride ions.…”
Section: ‘Structural Durability’: Influence Of the Cracked State On D...mentioning
confidence: 99%
“…Studies on advanced cement-based materials are more scarce. Lv et al [131] verified the chloride ion transport in microcracked ultra-high performance concrete (UHPC) with steel fibres in a marine environment. They observed that even cracks around 50 µm wide formed in the protective layer over the steel fibres become rich in chloride ions.…”
Section: ‘Structural Durability’: Influence Of the Cracked State On D...mentioning
confidence: 99%
“…In order to truly take advantage of these innovative designs, they must be constructed using durable concrete (which avoids the issues discussed in Section 5). Using sustainable concrete will also reduce the overall environmental impact of construction, and recent advances in concrete technology, including the use of ultra-high performance concrete, seawater-mixed concrete, and concrete 3D printing [179][180][181] can be leveraged to make seawalls (more) sustainable and durable. Additional material and structural optimization can be performed through careful study and analysis of design loads (Section 3), which may need testing in a wave tank.…”
Section: New Methods For Seawall Construction and Productionmentioning
confidence: 99%
“…The mass transport of concrete under various conditions, such as high temperature, dry shrinkage, and alkali-aggregate reaction, and its relationship with the internal structure of concrete were conducted [53]. Li et al [54] artificially generated cracks with different degree of severity on thin concrete specimens and conducted nitrogen permeability experiments. They discovered a linear relationship between crack density and relative permeability coefficient.…”
Section: -100mentioning
confidence: 99%