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- W2367178106 abstract "Each performance index of the repairing concrete has been widely concerned.In the paper,based on the actual maintenance and reinforcement engineering,three different ratios of concrete specimens were repaired for low strength,equal strength and high strength by means of the cross patch methods which is approximate same volume and natural fracture surface.At the same time,the standard chloride ion penetration test(RCM methods) is carried out for the original concrete and repairing concrete specimens.The relationships between different cross patches and Chloride ion diffusion coefficients are studied,further the influence of different repair status to the chloride ion permeability of repairing concrete are discussed." @default.
- W2367178106 created "2016-06-24" @default.
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- W2367178106 date "2015-01-01" @default.
- W2367178106 modified "2023-09-26" @default.
- W2367178106 title "Experiment study on chloride penetration resistance of repairing concrete" @default.
- W2367178106 hasPublicationYear "2015" @default.
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