Abstract
TG soil stabilizer was used for sand. A lot of experiment was made. The influence of cement, flyash and stabilizer content to unconfined compression strength were analyzed using orthogonal experiment. It was shown that the ranking of factors influencing 7d and 28d strength of stabilized soil is cement content>stabilizer content>flyash content. TG stabilizer is mechanical property well and simple to construction. It can meet with the demand of pavement base as a new cohesive material in stone lack area. There is good foreground for stabilizer used in highway.
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