Marine dredged clay of high water content treated with low quantity of cement have been widely used as construction material for recycling, in Japan. In this study, strength mobilization of cement treated clay was carry out with different water content and cement content based on the laboratory test such as vane shear test and unconfined compressive test. Finally, Using indexes, initial water content and volume ratio normalized by liquid limit, the formulas, which predict the strength clay treated with low cement content on initial curing time, was proposed.
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