Effect of nano-gypsum on mechanical properties cement admixed marginal silty soil

• Published in: Construction & building materials Vol. 408; p. 133639
• Main Authors: Rasool Haji, Tawseef, Ahmed Mir, Bashir
• Format: Journal Article
• Language: English
• Published: Elsevier Ltd 08.12.2023
• Subjects: FESEM; FTIR; MLR; Nano-gypsum; Soft soil; Unconfined compressive strength; MLR; Nano-gypsum; Soft soil; FTIR; Unconfined compressive strength; FESEM
• ISSN: 0950-0618; 1879-0526
• DOI: 10.1016/j.conbuildmat.2023.133639

[Display omitted] •Cement-NG treatment led to the non-plastic behavior of stabilized soil.•An Increase in MDU and a decrease in OMC for Cement admixed samples was observed.•An increase in UCS was observed for Cement-NG admixed soft soils.•Shear strength of Cement-NG mixes increased up to the Cement-NG ratio of 20:1. Even though the chemical stabilization is by far the most common ground improvement technique, very few studies have been conducted on the joint incorporation of two or more additives (cement-nanogypsum mix) to stabilise soft soil. This study investigates the effect on the mechanical properties of cement-stabilised silty soft soil (CSS) using nano-gypsum (NG). Unconfined compression strength (UCS) test trials were conducted to achieve soft soil conditions. The effect of NG and cement on soft soil was investigated by performing Atterberg limit, compaction, UCS, and Direct shear tests. The soil was treated with four percentages (10%, 15%, 20%, and 25%) of cement and with three percentages (1%, 1.5%, and 2%) of NG by its dry unit weight. The test results showed that the plasticity index of the soil was reduced significantly by the addition of stabilizers (Cement-NG mix) making the soil stiffer. The compaction tests suggested that optimum cement content was 20% for CSS and for cement-NG mix maximum strength was achieved at cement: NG proportion of 20:1. The unconfined compression strength (UCS) was increased by 9.11 times in comparison to untreated soft soil at cement: NG proportion of 20:1.5. The direct shear test (DST) suggested that there was an increase in cohesion by 4.44 times in comparison to the untreated sample at the soil–cement-NG combination of 78.5: 20: 1.5. However, the angle of internal friction remained almost unchanged. The development of cementitious substances was confirmed through XRD spectroscopy. Microstructural and chemical properties were observed using combined FESEM-EDAX analysis and Fourier transform infrared spectroscopy (FTIR). The multivariate linear regression (MLR) predictive model was developed for the unconfined compressive strength and failure strain as a function of various parameters considered in the study. The test results demonstrated that the combination of cement and NG can result in remarkable improvement in the geotechnical properties of soft soil. The use of NG may also reduce the demand for cement in deep cement mixing technique, which eventually reduces the carbon footprint and renders the ground improvement technique, ecologically beneficial.