2022
DOI: 10.1016/j.cscm.2022.e01582
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Durability of a reinforced concrete structure exposed to marine environment at the Málaga dock

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Cited by 8 publications
(9 citation statements)
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“…The results evidence the significant influence of chloride penetration as the main catalyst for the structure's deterioration after prolonged exposure. A similar result was obtained by Torres Martín et al [161] in the analysis of a 22-year-old breakwater's crow wall, where chloride concentrations exceeded the critical values given by the regulations up to a depth of 150 mm and immediate repair and protection of the structure was advised. The authors used several tests including ultrasonic pulse velocity, concrete resistivity, and corrosion potential, among others.…”
Section: Field Testingsupporting
confidence: 82%
“…The results evidence the significant influence of chloride penetration as the main catalyst for the structure's deterioration after prolonged exposure. A similar result was obtained by Torres Martín et al [161] in the analysis of a 22-year-old breakwater's crow wall, where chloride concentrations exceeded the critical values given by the regulations up to a depth of 150 mm and immediate repair and protection of the structure was advised. The authors used several tests including ultrasonic pulse velocity, concrete resistivity, and corrosion potential, among others.…”
Section: Field Testingsupporting
confidence: 82%
“…The values obtained in previous studies are then applied to the case of a structure located in a port in Spain. 43 Given the scope of this work, it has been approached deterministically by assigning a constant value to each model parameter. Figure 5 shows the predicted profile of chloride concentrations after 100 years for the following deterministic parameter values from 43 : D ns = 5.6*10 À12 m 2 /s and C S = 4.7%cem.…”
Section: Durability Consequencesmentioning
confidence: 99%
“…43 Given the scope of this work, it has been approached deterministically by assigning a constant value to each model parameter. Figure 5 shows the predicted profile of chloride concentrations after 100 years for the following deterministic parameter values from 43 : D ns = 5.6*10 À12 m 2 /s and C S = 4.7%cem. This figure also shows the range of concentrations from which depassivation occurs for the different grades of reinforcement in Figure 4.…”
Section: Durability Consequencesmentioning
confidence: 99%
“…Due to complying with current regulations, reinforced concrete structures often fail to reach their intended service life due to various factors [19][20][21][22]. However, there is currently no tool available to accurately evaluate these structures, which makes proper maintenance difficult.…”
Section: Introductionmentioning
confidence: 99%
“…Additionally, real-time monitoring results should be incorporated and analysed to enable a shift from reactive repair to proactive diagnosis. This transition will influence the cost and scope of any necessary repairs [19,[26][27][28]. In order to incorporate artificial intelligence tools in infrastructure maintenance, it is necessary to have precise measurement databases.…”
Section: Introductionmentioning
confidence: 99%