通过水泥加固不同含量的氯化镁污染土室内28 d抗压强度、X射线衍射(XRD)和微观扫描电镜试验(SEM),研究了氯化镁对水泥土的早期强度影响机理。XRD分析结果表明:氯化镁参与反应生成的M-S-H、M-A-H、氯化钙结晶、轻质氯化镁结晶和水化氯铝酸钙等产物对水泥土产生分解与结晶的复合作用;SEM图象分析表明:氯化镁使水泥土的孔径分布发生改变,当氯化镁含量较低时,水泥土中的水泥水化产物与结晶物将颗粒连结在一起,形成较强的结构联结,使其孔隙率变小,对水泥土的强度增长有利;随着氯化镁含量增大,土颗粒周围的凝胶物被分解,使水泥土的孔隙率增大与胶结程度下降,对水泥土的强度不利。
In order to study the influence of the magnesium chloride in the polluted soils on the early strength of cemented soils after 28 days, unconfined compression tests, X-ray Diffraction (XRD) phase tests and scanning electron microscope (SEM) tests are employed to study the mechanism of cement-reinforced soils contaminated by different content magnesium chlorides. The strength test results show that the compressive strength of the cemented soils decreases with the increase of the content of magnesium chlorides. The value reaches its peak when the content is 1.5 g/kg, while it is the lower when the content is greater than 1.5 g/kg. Chemical products are analyzed by means of the XRD tests, and the test results show that chemical products become more, such as M-S-H, M-A-H, CaCl2·6H2O, Mg2(OH)3Cl·4H2O, C3A·CaCl2·12H2O, after the participation of the magnesium chlorides in chemical reactions. Those chemical products play the role of decomposition and crystallization composite act