多因素对氯氧镁水泥混凝土抗压强度的影响

为了解西部地区氯氧镁水泥混凝土的抗压强度以及田口方法在混凝土配合比中的适应性，针对活性MgO与MgCl₂摩尔比、粉煤灰、耐水性改性剂和减水剂对氯氧镁水泥混凝土抗压强度的影响进行了研究，确定了各因素对氯氧镁水泥混凝土抗压强度的影响程度，并量化表征，提出了多因素共同作用氯氧镁水泥混凝土抗压强度信噪比的多元非线性回归模型. 研究结果表明，最优氯氧镁水泥混凝土28 d抗压强度设计组合为:摩尔比为5.4，不掺粉煤灰，耐水性改性剂为1%磷酸，减水剂为1%，各因素影响程度从大到小的顺序为:减水剂、粉煤灰、摩尔比、耐水性改性剂. 最优氯氧镁水泥混凝土长期抗压强度设计组合为:摩尔比为5.4，不掺粉煤灰，耐水性改性剂为2%磷肥，减水剂为1%，各因素影响程度从大到小的顺序为:摩尔比、粉煤灰、耐水性改性剂、减水剂. 

Influence of Multiple Factors on Compressive Strength of Magnesium Oxychloride Cement Concrete

The compressive strength of magnesium oxychloride cement concrete in western regions of China was studied. The adaptability of the Taguchi method in mix proportion design of concrete was also studied. The effects on the compressive strength of magnesium oxychloride cement concrete were studied utilizing the following variables: molar ratio of active MgO to MgCl₂, fly ash, water resistance modifier, and the percent of water reducer. Through quantifiable characterization, the impact of these variables on the compressive strength of magnesium oxychloride cement concrete was determined. A multivariate nonlinear regression model was proposed to determine the signal-to-noise ratio of magnesium oxychloride cement concrete. When designing for the 28 day compressive strength, it was concluded that the optimum magnesium oxychloride cement concrete composition is as follows: molar ratio is 5.4, no fly ash, 1% phosphoric acid as a water resistance modifier, and 1% water reducing agent. The impact of the variables from largest to smallest is as follows: water reducer, fly ash, molar ratio, and percent of water resistance modifier. However, when designing for the long-term compressive strength, the optimal composition of magnesium oxychloride cement concrete is as follows: molar ratio is 5.4, no fly ash, 2% phosphate fertilizer as the water resistance modifier, and 1% water reducing agent. The impact of these variables also changes, and the effects in order from largest to smallest are: molar ratio, fly ash, water-resistant modifier, and water-reducing agent percentage.