Effect of Selected Nanospheres on the Mechanical Strength of Lime-Stabilized High-Plasticity Clay Soils

Table 1

Examples of recent soil stabilization research.

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