• Electro active repair of concrete demonstration of applicability 

      Polder, Rob; Geiker, Mette Rica (Chapter, 2017)
      Conventional concrete patch repairs have poor durability: 50% fail within ten years. A major cause is insufficient removal of contaminated concrete and insufficient steel cleaning. Chlorides left behind reactivate the ...
    • The effect of the steel-concrete interface on chlorideinduced corrosion initiation in concrete: a critical review by RILEM TC 262-SCI 

      Angst, Ueli M; Geiker, Mette Rica; Alonso, Maria Cruz; Polder, Rob; Isgor, Burkan; Elsener, Bernhard; Wong, Hong; Michel, Alexander; Hornbostel, Karla; Gehlen, Christoph; Francois, Raoul; Sanchez, Mercedes; Criado, Maria; Sørensen, Henrik; Hansson, Carolyn M; Pillai, Radhakrishna; Mundra, Shishir; Gulikers, Joost; Raupach, Michael; Pacheco, José F.; Sagues, Alberto (Journal article; Peer reviewed, 2019)
      The steel–concrete interface (SCI) is known to influence corrosion of steel in concrete. However, due to the numerous factors affecting the SCI—including steel properties, concrete properties, execution, and exposure ...