In this paper, foam concrete is modified using graphite and carbon fiber
as absorbents. The mechanical properties of the foam concrete are
analysed in conjunction with hydration products, pore size distribution
based on SEM test and XCT test. Further, the resistivity, complex
permittivity and complex permeability are tested. The results
demonstrate that carbon fiber enhance the proportion of pores with
diameters less than 200µm in foam concrete, thereby substantially
enhancing its flexural strength. Besides, adding graphite offsets the
initial retardation of sulfoaluminate cement hydration induced by carbon
fibers, which increases the average pore size of carbon fiber-reinforced
foam concrete, reducing the compressive strength. The addition of carbon
fibers at a concentration of 0.6wt.% achieves the percolation
threshold, akin to scenarios with singular fiber incorporation.
Exceeding 2wt% graphite content results in negligible influence on the
conductivity of the carbon fiber-reinforced foam concrete.