Fig. 1. Unconfined compressive strength according to the curing period (w.s 0%)
Fig. 2. Unconfined compressive strength according to the curing period (w.s 30%)
Fig. 3. Unconfined compressive strength according to the weathered soil content
Fig. 4. Unconfined compressive strength according to the curing period (w.s 0%)
Fig. 5. Unconfined compressive strength according to the curing period (w.s 30%)
Fig. 6. Comparison of unconfined compressive strength with stabilizer and cement
Fig. 7. Comparison of unconfined compressive strength with stabilizer and cement
Fig. 8. Comparison of unconfined compressive strength with stabilizer and cement
Fig. 9. Comparison of strength ratio with stabilizer and cement
Table 1. Physical properties of improved dredged clay
Table 2. Elution test result of stabilizer and cement
Table 3. Experimental condition
Table 4. Result of soil resistivity
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