Orthogonal Experimental Study on OPC–Bentonite–GGBFS Solidified Coastal Soil: Mechanical Properties and Solidification Mechanism
摘要
Coastal soils exhibit high water content, high porosity, and low strength, requiring stabilization to meet engineering demands. In this study, the effects of dosages of ordinary Portland cement (OPC), bentonite, and ground granulated blast furnace slag (GGBFS) on the unconfined compressive strength (UCS) of solidified coastal soil were investigated using an orthogonal experimental design. Range and variance analyses indicate that OPC dosage has the greatest effect on UCS, followed by bentonite and GGBFS. The UCS of specimens varied from 201.2 to 1258.0 kPa. The statistical optimum mix determined by orthogonal analysis is 15% OPC, 2% bentonite, and 8% GGBFS, while the practical recommended mix, considering cost and construction feasibility, is approximately 6% OPC, 2% bentonite, and 8% GGBFS. Microstructural observations confirm that the ternary binder system enhances interparticle bonding through the formation of C-S-H gels and ettringite, thereby improving compactness and strength.