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Effects of Drying-Wetting Cycles on Durability of Carbonated Reactive Magnesia-Admixed Clayey Soil
The durability of -carbonated reactive magnesia (MgO)-admixed clayey soils against drying-wetting cycles has not been well understood now despite the fact that the engineering properties of -carbonated MgO-admixed soils have been extensively investigated in previous studies. This paper presents the details of a study of the effects of drying-wetting (D-W) cycles on the physical, chemical, mechanical, and microstructural properties of -carbonated MgO-admixed clayey soils, and ordinary portland cement (PC)-stabilized soils used as a control sample for comparison. The results indicate that compared with PC-stabilized soils, the soundness ranks and pH of -carbonated MgO-admixed clayey soils have varying degrees of decline after drying-wetting cycles and -carbonated MgO-admixed clay has a higher mass change ratio and water content than carbonated MgO-admixed silty clay. The residual strength ratios of -carbonated MgO-admixed and PC-stabilized clay were 0.35 and 0.65, respectively, whereas the residual strength of -carbonated MgO-admixed silty clay still was higher than that of PC-stabilized silty clay, although their residual strength ratios both were above 0.8. The elasticity modulus of -carbonated MgO-admixed clay decreased from 260 to 100 MPa after one drying-wetting cycle and was less than that of -carbonated MgO-admixed silty clay (), showing weaker and better durability against drying-wetting cycles of -carbonated MgO-admixed clay and of silty clay, respectively. Microstructural analyses confirmed the physical, chemical, and mechanical results.
Effects of Drying-Wetting Cycles on Durability of Carbonated Reactive Magnesia-Admixed Clayey Soil
The durability of -carbonated reactive magnesia (MgO)-admixed clayey soils against drying-wetting cycles has not been well understood now despite the fact that the engineering properties of -carbonated MgO-admixed soils have been extensively investigated in previous studies. This paper presents the details of a study of the effects of drying-wetting (D-W) cycles on the physical, chemical, mechanical, and microstructural properties of -carbonated MgO-admixed clayey soils, and ordinary portland cement (PC)-stabilized soils used as a control sample for comparison. The results indicate that compared with PC-stabilized soils, the soundness ranks and pH of -carbonated MgO-admixed clayey soils have varying degrees of decline after drying-wetting cycles and -carbonated MgO-admixed clay has a higher mass change ratio and water content than carbonated MgO-admixed silty clay. The residual strength ratios of -carbonated MgO-admixed and PC-stabilized clay were 0.35 and 0.65, respectively, whereas the residual strength of -carbonated MgO-admixed silty clay still was higher than that of PC-stabilized silty clay, although their residual strength ratios both were above 0.8. The elasticity modulus of -carbonated MgO-admixed clay decreased from 260 to 100 MPa after one drying-wetting cycle and was less than that of -carbonated MgO-admixed silty clay (), showing weaker and better durability against drying-wetting cycles of -carbonated MgO-admixed clay and of silty clay, respectively. Microstructural analyses confirmed the physical, chemical, and mechanical results.
Effects of Drying-Wetting Cycles on Durability of Carbonated Reactive Magnesia-Admixed Clayey Soil
Cai, Guang-Hua (author) / Liu, Song-Yu (author) / Zheng, Xu (author)
2019-08-29
Article (Journal)
Electronic Resource
Unknown
British Library Online Contents | 2019
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