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In this study, laboratory mixture design test and field test were performed to evaluate applicability of eco-friendly binder material (CMD−SOIL) using desulfurized dust in deep cement mixing method (DCM). As a result of laboratory mixture design test, the uniaxial compressive strength of CMD−SOIL was up to 1.136 times bigger than slag cement by changing the water content, mixing rate, and W/B. Also, it had shown the strength up to 1.222 times bigger in shell content and up to 1.363 times in mixing of floating soil. As a result of field test, field strength/laboratory design criterion strength ratio (λ) is shown 0.77. And this result was similar to earlier studies. From this result, CMD−SOIL can show the same efficiency compared with existing binder.

Applicability Evaluation of Eco-Friendly Binder Material using Desulfurized Dust in Deep Cement Mixing Method