| Reference | Soil type | Stabilizer type | Curing time (days) | Tests |
| Yi et al. [28] | Soft high-plasticity clay | Lime, GGBS | 7, 28, 90 | UCS, MIP | Ghorbani et al. [22] | Sulfate silty sand | Lime, micro-SiO2 | 7, 28 | UCS, CBR | Choobbasti et al. [29] | Sandy soil | Cement, nano-SiO2 | 7 | UCS | Bahmani et al. [30] | High-plasticity clay soil | Cement, nano-SiO2 | 7, 14, 28 | UCS | Ghasabkolaei et al. [31] | High-plasticity clay soil | Cement, nano-SiO2 | 7, 14, 28 | UCS, CBR | Yoobanpot et al. [32] | Soft high-plasticity clay | Cement, fly ash residue | 3, 7, 28, 90 | UCS | Alnahhal et al. [33] | Sand | OPC, CKD, nano-CKD | 7, 28, 56 | UCS | García et al. [34] | Soft high-plasticity clay | Nano-SiO2 | — | UCS | Sharma et al. [25] | High-plasticity clayey sand | Lime, cement | 1, 3, 7, 14, 21, 28 | UCS, shear strength | Abbasi et al. [35] | Dispersive high-plasticity clayey soils | Nano-high-plasticity clay | 1, 3, 7 | Pinhole | Choobbasti et al. [36] | Sand | Cement, nano-SiO2 | 7 | UCS, triaxial |
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