To address the issues of low early strength in cement-stabilized soft soil

as well as the high pollution

energy consumption

and costs associated with cement binder application

one-part geopolymer (OPG) is prepared by using solid sodium silicate (Na2O·SiO2

NS) to activate a mixture of binary precursors

namely fly ash (FA) and ground granulated blast furnace slag (GGBFS)

along with water. The factors

including FA dosage

solid NS molarity

alkali molar concentration

and water-cement ratio

are considered for assessing the physical and mechanical properties of OPG. Based on this

optimized proportioning tests were conducted to determine the best mixing ratio of OPG for soft soil stabilization. The effects of the FA/GGBFS ratio in the precursor and curing ages on the unconfined compressive strength (UCS)

porosity

and pore size distribution of OPG-stabilized soft soil were further investigated. Micro-analysis was performed using mercury intrusion porosimetry (MIP)

scanning electron microscope-energy dispersive spectrometer (SEM-EDS) to reveal the stabilization mechanism. The results indicated that the OPG prepared with solid NS could effectively stabilize soft soil

with hydrated gels (N-A-S-H

C-A-H

C-S-H

and C-A-S-H) effectively bonding soil particles and contributing to the formation of a denser soil skeleton. The mixing proportion of FA/GGBFS of 0.1

water-cement ratio of 0.8

NS molarity of 1.0

and molar concentration of 3 mol/L was found to be optimal for soft soil stabilization. The corresponding OPG had good workability and achieved a UCS of 4.4 MPa. This study extends the application of solid sodium silicate-inspired one-step geopolymers in deep mixing techniques

providing guidance on the theoretical basis for the reinforcement treatment of soft ground foundations.