The use of recycled materials, such as the fine recycled aggregate made from concrete waste and carbon fiber (CF) product of industrial waste, for the manufacture of conductive recycled mortars (CRM), transforms the mortar base cement normally made with cement:sand in a sustainable multifunctional material, conferring satisfactory mechanical and electrical properties for non-structural uses. This action provides ecological benefits, reducing the use of natural fine aggregates from rivers and the amount of concrete waste deposited in landfills resulting from construction waste. In this investigation the effect of the addition of CF on electrical properties in hardened, wet and dry state, electric percolation in dry state and fluidity of the wet mixture of a cement based CRM was evaluated: fine recycled aggregate: graphite powder, CRM specimens with dimensions of 4 × 4 × 16 cm. were manufactured for 3, 7 and 28 days of age and sand/cement ratios = 1.00, graphite/cement = 1.00, water/cement = 0.60 and CF = 0.1, 0.3, 0.5, 1.0, 1.5, 2.0, 2.5 and 3.0% compared to the weight of cement. The results demonstrated the effect of the addition of CF in CRM, reducing fluidity of the mixtures due to the opposition generated by its physical interaction of CF with recycled sand or recycled fine aggregate and graphite powder (GP), in its case, placing the electric percolation percolation at 0.30% and 0.45% of CF for CRM with and without GP, respectively. Increases in electrical conductivity (EC) without the presence of GP are defined by the contact between the CF and the conductive paths formed. In contrast, with the presence of GP, the EC is defined by the contact between the CF and the GP simultaneously, forming conductive routes with greater performance in its EC.

    Abstract
    1 Introduction
    2 Experimental part
        2.1 Materials
        2.2 Methods
    3 Results and discussion
        3.1 Properties of the materials
        3.2 Fluidity and electric percolation of CRM
    4 Conclusions
    References

• C. A. Espinoza‑Moreno(Facultad de Ingeniería Mochis, Universidad Autónoma de Sinaloa., Fuente de Poseidón y Prol. Ángel Flores S/N)
• M. Rodriguez‑Rodriguez(Facultad de Ingeniería Mochis, Universidad Autónoma de Sinaloa., Fuente de Poseidón y Prol. Ángel Flores S/N)
• M. J. Pellegrini‑Cervantes(Facultad de Ingeniería Mochis, Universidad Autónoma de Sinaloa., Fuente de Poseidón y Prol. Ángel Flores S/N)
• C. P. Barrios‑Durstewitz(Facultad de Ingeniería Mochis, Universidad Autónoma de Sinaloa., Fuente de Poseidón y Prol. Ángel Flores S/N)
• R. E. Núñez‑Jaquez(Facultad de Ingeniería Mochis, Universidad Autónoma de Sinaloa., Fuente de Poseidón y Prol. Ángel Flores S/N)
• H. J. Peinado‑Guevara(Escuela de Ciencias Económicas y Administrativas, Universidad Autónoma de Sinaloa)
• M. Chinchillas‑Chinchillas(Facultad de Ingeniería Mochis, Universidad Autónoma de Sinaloa., Fuente de Poseidón y Prol. Ángel Flores S/N)
• G. Fajardo‑San‑Miguel(Facultad de Ingeniería Civil, Universidad Autónoma de Nuevo León, Av. Universidad S/N)