Lime-activated ground granulated blast furnace slag (GGBS) is usually used to treat gypseous soils.However, sulfate-bearing soils often contain other sulfates, e.g., sodium sulfate (Na2SO4), potassium sulfate (K2SO4) and magnesium sulfate (MgSO4).Therefore, in this study, lime-GGBS was used as a curing agent for stabilizing four sulfate-bearing soils, which were named as Na-soil, K-soil, Mg-soil, and Ca-soil.Unconfined compressive strength (UCS), swelling, X-ray diffraction, SEM and inductively coupled plasma spectroscopy tests, were conducted to explore the macro- and micro-properties of the lime-GGBS-stabilized soils.The results showed that at 5000 ppm sulfate, stabilized Mg-soil had the lowest swelling and highest UCS.At 20,000 ppm sulfate, stabilized Ca-soil had the lowest swelling, while stabilized Na-soil had the highest UCS.Generally, increasing sulfate concentration decreased swelling for Ca-soil but increased for other three soils, and decreased UCS for Mg-soil but increased for other three soils.This was because less ettringite was generated in the stabilized Ca-soil and the formation of magnesium silicate hydrate (MSH) in the stabilized Mg-soil.Therefore, the sulfate type had a significant impact on the swelling and strength properties of lime-GGBS-stabilized sulfate-bearing soil.It is essential to identify the sulfate type before stabilizing the soil on-site.