Stabilization of clayey soils with Tunisian phosphogypsum: effect on geotechnical properties |
| |
| Authors: | Hajer Farroukh T Mnif F Kamoun L Kamoun F Bennour |
| |
| Institution: | 1.Geoglob Laboratory, Faculty of Sciences,Sfax University,Sfax,Tunisia;2.Faculty of Sciences of Sfax, Geoglob Laboratory,University of Sfax,Sfax,Tunisia;3.Department of Research,Tunisian Chemical Group,Sfax,Tunisia |
| |
| Abstract: | Phosphogypsum and cement have been reported to improve the physicochemical properties of clayey soils. The present study aimed to investigate the behavior of various soils with different particle sizes and chemical and mineralogical compositions in the presence of phosphogypsum and cement mixed at various proportions. These hydraulic binders were assayed on three different soil samples, and their effects were examined using a battery of standardized tests, including the Atterberg limit, uniaxial compressive strength, Californian Bearing Rate (CBR) test, thermogravimetric analysis (TGA), microstructure observation (SEM), and X-ray diffraction tests. The results revealed a significant effect associated with the variation of phosphogypsum content in the soils. Keeping the cement content constant in the mixture, the continuous addition of phosphogypsum was noted to allow shifting the domain of plasticity to the highest water contents, which reduces the sensitivity of the soil to water and to increase the strength of soil. An increase of CBR index with the addition of phosphogypsum and cement is obtained. This treatment could have positively influenced the optimum moisture content and the maximal dry density. The mixture of soil-phosphogypsum and cement could give new forms such as ettringite and hydrate indicators of the improvement of the mechanical properties of the soil. This improvement varies from one soil to another, depending on its granularity and its mineralogy. The mineralogical composition of the soil, particularly kaolinite, amount, and size grading, have direct effects on the physical and mechanical properties of the soils under investigation. |
| |
| Keywords: | |
| 本文献已被 SpringerLink 等数据库收录！ |
|
