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The concrete of the cone contains VitC from the cement, is part of the core of hardened concrete. Thus the acidity of concrete is reduced and the corrosion is deferred. When concrete cracks, the surface area of the fresh concrete decreases causing less release of aggressiveness. This prevents further cracking and thereby delays the corrosion of the fresh concrete. The delayed corrosion of fresh concrete is due to this reason, the symbols C, I and A are assigned to the fresh concrete.One of the most useful properties of concrete is its capacity to hydrargyrate into a self-healing material. This tendency can be intensified by means of the SAPs. During the formation of the outer matrix, the pore volume is diminished and the densifying action of the SAPs is stronger. In between the SAPs, the concrete has a relatively high water content. When the surface is fractured, the SAPs form a rigid matrix which blocks the water flow. As the water is removed by capillarity, the pores of the structure closes with promise of ending the water flow and induces an autogenous healing mechanism that arises the self-healing of the structure [18, 23].

Generally, this approach is cheap and quite simple in relation to the portability of the testing procedure. However, caution must be taken when selecting an appropriate testing schedule (e.g., design intern loading). The main drawback is that the location of the epoxy crack plugging normally cannot be seen in the crack pattern. It is advisable to carry out the inclusion of the plugs at a later stage of the testing [17]. It has also been claimed that the self-healing can be accelerated by chemicals like K2S and Na2S [18]. d2c66b5586