2020
DOI: 10.1016/j.conbuildmat.2020.120720
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Damage constitutive model of coal gangue concrete under freeze-thaw cycles

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Cited by 68 publications
(26 citation statements)
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“…Consequently, the furnace slag was highly active and weakly alkaline. The phase composition of furnace slag is primarily a glass matrix that is made of nCaO•SiO 2 in which basic oxides react with SiO 2 , Al 2 O 3 , and Fe 2 O 3 after the hydration reaction, thus showing the hard cementing property of the effluent [18][19][20][21][22]. Based on the chemical reaction mechanism of the material and strength formation mechanism of the specimen, it is feasible to use furnace slag as an admixture of the pavement base.…”
Section: Methodsmentioning
confidence: 99%
“…Consequently, the furnace slag was highly active and weakly alkaline. The phase composition of furnace slag is primarily a glass matrix that is made of nCaO•SiO 2 in which basic oxides react with SiO 2 , Al 2 O 3 , and Fe 2 O 3 after the hydration reaction, thus showing the hard cementing property of the effluent [18][19][20][21][22]. Based on the chemical reaction mechanism of the material and strength formation mechanism of the specimen, it is feasible to use furnace slag as an admixture of the pavement base.…”
Section: Methodsmentioning
confidence: 99%
“…A freeze-thaw damage evolution model of coal gangue concrete was developed and analyzed for the development mechanism of freeze-thaw damage of coal gangue concrete. It was shown that with the improvement of the replacement ratio of coal gangue concrete, the relative mass, compressive strength, and relative dynamic elastic modulus decreased rapidly [19]. Therefore, the replacement rate of coal gangue concrete should not be greater than 40% in cold areas, nor should the changes in cumulative water absorption of coal gangue concrete specimens under different replacement rates and the square root of time.…”
Section: Freezing Resistancementioning
confidence: 99%
“…The compressive strength of 28d coal gangue aggregate concrete can reach 37 MPa, which meets the strength requirements of C30 ordinary concrete [16]. Qiu et al [17] studied the influence of coal gangue coarse aggregate replacement rate on concrete freeze resistance and established a CGC freeze-thaw damage evolution model. They found that when the coal gangue replacement rate is less than 40%, CGC can better meet the freeze.…”
Section: Introductionmentioning
confidence: 98%