Reactive Mass Transport model results - Chloride ingress in Norway

Published: 10 February 2021| Version 1 | DOI: 10.17632/jhzwn27rjn.1
Contributor:
Victor Marcos-Meson

Description

Datasets containing modelling results from a numerical investigation of chloride ingress in Norwegian conditions for various binder combinations. - Comparison of model results with case-studies (experimental data) - Parameter study - Regression models Dataset containing modelling results from a numerical investigation of chloride ingress in Norwegian conditions for various binder combinations. The dataset contains 90 model runs for a 200-year service-life, for 18 cement blends (see report below). Each blend was simulated with five different tortuosity factor values: 1/5000, 1/1000, 1/500, 1/200, 1/100. The model input parameters and dataset details are described in the report: Marcos-Meson V. Alexander M., Geiker M., Feasibility study of Reactive Mass-Transport modelling to support service life design – Numerical simulation of chloride ingress. DTU, Denmark (2021)

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Institutions

NTNU Fakultet for ingeniorvitenskap og teknologi Trondheim, Danmarks Tekniske Universitet

Categories

Civil Engineering, Concrete Technology, Reactive Transport Modeling

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