Fig. 1. Strength normalization by water contents
Fig. 2. Strength properties by curing time
Fig. 3. Strength properties by material characteristics
Fig. 3. Strength properties by material characteristics (Continued)
Fig. 4. Normalization for strength of water content, S=100% (w1)
Fig. 4. Normalization for strength of water content, S=100% (w1) (Continued)
Fig. 5. Strength properties by sand (clay) contents
Fig. 6. Normalization for stabilizer 8% of water content, w1
Fig. 6. Normalization for stabilizer 8% of water content, w1 (Continued)
Table 1. Change factors of mixing ratio
Table 2. Mixing ratio for soil type
Table 3. Axial compressive strength of curing time 7 days
Table 4. Axial compressive strength of curing time 28 days
Table 6. Strength increase ratio by stabilizer content
Table 7. Laboratory design criterion strength by water content
Table 5. Strength decreasing ratio by water content increase
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