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The effect of the ground granulated blast-furnace slag (GGBFS) addition, the modulus n ( mole ratio of SiO_2 to Na_2O) and the concentration of sodium silicate solution on the compressive strength of the material, i e alkali-activated carbonatite cementitious material (AACCM for short) was investigated. In addition, it is found that barium chloride has a satisfactory retarding effect on the setting of AACCM in which more than 20% (by mass) ground carbonatite was replaced by GGBFS. As a result, a cementitious material, in which ground carbonatite rock served as dominative starting material, with 3-day and 28-day compressive strength greater than 30 MPa and 60 MPa and with continuous strength gain beyond 90 days was obtained.
The effect of the ground granulated blast-furnace slag (GGBFS) addition, the modulus n (mole ratio of SiO 2 to Na 2 O) and the concentration of sodium silicate solution on the compressive strength of the material, ie alkali-activated carbonatite cementitious material (AACCM for short) was investigated. In addition, it was found that barium chloride has a satisfactory retarding effect on the setting of AACCM in which more than 20% (by mass) ground carbonatite was replaced by GGBFS. As a result, a cementitious material, in which ground carbonatite rock served as dominative starting material, with 3-day and 28-day compressive strength greater than 30 MPa and 60 MPa and with continuous strength gain greater than 90 days was obtained.