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Corrosion rate evaluation and prediction for piles based on long-term field performance / Jeramy B. Decker in Journal of geotechnical and geoenvironmental engineering, Vol. 134 N°3 (Mars 2008) 

Public ISBD [article]  in Journal of geotechnical and geoenvironmental engineering > Vol. 134 N°3 (Mars 2008) . - pp. 341–351 Titre : Corrosion rate evaluation and prediction for piles based on long-term field performance Type de document : texte imprimé Auteurs : Jeramy B. Decker, Auteur ; Kyle M. Rollins, Auteur ; Jared C. Ellsworth, Auteur Année de publication : 2008 Article en page(s) : pp. 341–351 Note générale : Geotechnical and geoenvironmental engineering Langues : Anglais (eng) Mots-clés : Corrosion  Driven  piles  Infrastructure  Chlorides  Sulfates  Predictions Résumé : A study to evaluate corrosion rates was conducted using pile foundations abandoned during the reconstruction of I-15 through Salt Lake Valley, Utah. Corrosion rates were measured for 20 piles extracted from five sites after service lives of 34–38 years. Measurements were made of soil index properties, resistivity, pH, cation/anion concentrations, and water table elevation. The critical zone for corrosion was typically located within the groundwater fluctuation zone; but correlations with soil properties were generally poor. Despite low resistivity, average corrosion rates for pile caps in native soil were typically between 2 and 9μm∕year with a maximum of 19μm∕year and did not pose any structural integrity problems. Nevertheless, for abutment piles where chloride concentration was very high, the average pile corrosion rate increased to 13μm∕year within the embankment and the maximum corrosion rate was 48μm∕year in the underlying native soil. Based on data from this and previous studies, equations were developed to predict maximum corrosion loss for piles in nonaggressive soil as a function of time. En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%291090-0241%282008%29134%3A3%2834 [...] [article] Corrosion rate evaluation and prediction for piles based on long-term field performance [texte imprimé] / Jeramy B. Decker, Auteur ; Kyle M. Rollins, Auteur ; Jared C. Ellsworth, Auteur . - 2008 . - pp. 341–351. Geotechnical and geoenvironmental engineering Langues : Anglais (eng) in Journal of geotechnical and geoenvironmental engineering > Vol. 134 N°3 (Mars 2008) . - pp. 341–351 Mots-clés : Corrosion  Driven  piles  Infrastructure  Chlorides  Sulfates  Predictions Résumé : A study to evaluate corrosion rates was conducted using pile foundations abandoned during the reconstruction of I-15 through Salt Lake Valley, Utah. Corrosion rates were measured for 20 piles extracted from five sites after service lives of 34–38 years. Measurements were made of soil index properties, resistivity, pH, cation/anion concentrations, and water table elevation. The critical zone for corrosion was typically located within the groundwater fluctuation zone; but correlations with soil properties were generally poor. Despite low resistivity, average corrosion rates for pile caps in native soil were typically between 2 and 9μm∕year with a maximum of 19μm∕year and did not pose any structural integrity problems. Nevertheless, for abutment piles where chloride concentration was very high, the average pile corrosion rate increased to 13μm∕year within the embankment and the maximum corrosion rate was 48μm∕year in the underlying native soil. Based on data from this and previous studies, equations were developed to predict maximum corrosion loss for piles in nonaggressive soil as a function of time. En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%291090-0241%282008%29134%3A3%2834 [...]