Unconfined Compressive Strength and Microscopic Structure Characteristics of Cement Treated Peat Subjected to Crushing and Re-Constitution

A cement-based stabilizer is effective in stabilizing the peat soft ground with extremely high compressibility and low shear strength for road construction. Moreover, stabilized soil occasionally fractured reused embankments, depending on construction site conditions. In such circumstances, subjected to stress history owing stabilization, crushing, reconstitution. this study, evaluate implication engineering, sample was used conduct unconfined compression (UC), mercury intrusion porosimeter (MIP), scanning electron microscope (SEM) tests measure microscopic structural characteristics. Additionally, characteristics of that had undergone “stabilization, reconstitution” were analyzed. The results indicated period from immediately after stabilization treatment crushing reconstitution curing influenced compressive soil. addition, higher than underwent regular stabilization. outcomes study are beneficial sites where it desirable minimize environmental impact by reducing amount added or quality control a good workability solidified required.