Durability of Slag Based Geopolymer Stabilized Clay with High Moisture Condition

Clay soils, characterized by their cohesiveness and water retention capacity, exhibit low aeration and tend to swell when water is absorbed, leading to subsequent contraction. The moisture content significantly affects the properties of marine clay, resulting in low strength and high compressibility. Traditional stabilizers such as lime and cement have been extensively studied for their ability to enhance the compressive strength, reduce swelling potential, and improve the overall durability of the soil. These stabilizers offer numerous benefits in terms of soil properties and have been extensively researched. However,due to environmental concerned, geopolymer has been explored as an alternative replacement to the traditional stabilizer. In this research, stabilized clay soil using ground granulated blast furnace slag(GGBS) based geopolymer were prepared and tested for the compressive strength and durability characteristic. Different percentages of GGBS (10%, 20% and 30%) were used to stabilize the clay soil with different activator/binder ratio (0.5, 0.75 and 1.0) and initial moisture content (0.75wL, 1.0wL, and 1.25wL). Cement stabilized specimen were also prepared for comparison. Unconfined compression test and wet-dry cycle were performed to evaluate the compressive strength and durability of treated soil. It was found that the strength of treated sample decreased with increment of initial moisture content. Increasing the binder dose was necessary to achieve the strength requirements for high water content soils. Thus, it shows that the use of a GGBS based geopolymer binder for the purpose of stabilizing soft soil is an alternative that is both effective and environmentally friendly.