The effect of the ground granulated blast-furnace slag ( GGBFS ) addition, the modulus n ( mole rutio of SiO2 to Na2O ) and the concentrution of sodium silicate solution on the compressive strength of the materi...The effect of the ground granulated blast-furnace slag ( GGBFS ) addition, the modulus n ( mole rutio of SiO2 to Na2O ) and the concentrution of sodium silicate solution on the compressive strength of the material, i e alkuli-activated carbonatite cemeutitious material ( AACCM for short ) was investiguted. In addition, it is found that barium chloride has a sutisfiwtory 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 greuter them 30 MPa and 60 MPa and with continuous strength gain beyond 90 days was obtained.展开更多
基金Supported by the National "863"Research Project of China(No.2002AA335050) ,the National Natural Science Foundation ofChina( No.50409011) and the High-level University ConstructionProject of South China University of Technology (No.B09-224)
文摘The effect of the ground granulated blast-furnace slag ( GGBFS ) addition, the modulus n ( mole rutio of SiO2 to Na2O ) and the concentrution of sodium silicate solution on the compressive strength of the material, i e alkuli-activated carbonatite cemeutitious material ( AACCM for short ) was investiguted. In addition, it is found that barium chloride has a sutisfiwtory 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 greuter them 30 MPa and 60 MPa and with continuous strength gain beyond 90 days was obtained.