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Besides, the chloride ion penetration in mortar paste has been monitored through embedded graphene/cement composite.
Consequently, in the experimental study of the mortar paste, the content of MSWI BA incorporated into blended cement was controlled below 50%%.
The adhered old mortar paste of recycled concrete aggregates (RCA) plays an important role in production of new concrete with RCA and has positive environmental impacts.
To evaluate the influence of paste age on the buildability of fresh mortar paste, 20-layer structures are built up by the proposed tailing mortar at the paste age of 15, 30, and 45 min, respectively.
The mortar paste matrix in these zones is seriously damaged leading to concrete damage associated with significant stiffness and strength losses.
Moreover, the real-time monitoring of chloride ion penetration in mortar paste can be achieved through measurement of the conductivity of embedded graphene/cement composite.
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The results showed that, the replacement ofresh by 6 wt.% Nmortarreases the compastesve strength of blended mortar by 18% compared to control mix and the combination of 6 were NMK and 0.02 wt.% CNTs increased the compressive strength by 29% than control.
The cement mortar pastes were cured under water for 28 days; then dried at 105 ± 5 °C for 24 h and then exposed to 250, 450, 600 and 800 °C for 2 h.
Different materials, which were CEM I mortar and paste, CEM II mortar and paste, were carbonated at 20 °C, 65%% relative humidity and 20%% of CO2 concentration.
The electrochemically-induced leaching is not affected by the aggregate content in mortar or paste specimens.
Mortar and paste specimens were steam cured at 55 °C for 12 and 16 h.
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