Research Article
Evaluation of Carbonation Effects on Cement-Solidified Contaminated Soil Used in Road Subgrade
Table 4
Physical and mechanical properties of kaolin and sand.
| Properties | Standard | Unit | Kaolin | Sand |
| Natural water content | JIS A 1203 | % | 2.90 | 0.39 | pH | JGS 0211 | — | 4.70 | 7.50 | EC | JGS 0212 | mS/cm | 0.42 | 0.06 | Grain size distribution | GB/T50123-1999 | — | — | — | Clay fraction (≤0.005 mm) | — | % | 56.40 | 0.10 | Silt fraction (0.075–0.005 mm) | — | % | 18.80 | 2.98 | Sand fraction (2–0.075 mm) | — | % | 24.80 | 96.92 | Correlation coefficient (R) | — | — | 0.99 | — | Specific surface area | — | m2/g | 29.41 | — | Average pore size | — | nm | 29.97 | — | Total pore volume | — | cm3/g | 0.22 | — |
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