Research Article
Effect of Three Bioenzymes on Compaction, Consistency Limits, and Strength Characteristics of a Sedimentary Residual Soil
Table 5
Comparison of XRF results for untreated (UT) soil samples and soils treated with three enzymes.
| Formula | UT | E-I-D2 | E-II-D2 | E-III-D2 | Concentration (%) | Concentration (%) | Concentration (%) | Concentration (%) |
|
SiO2 | 49.07 | 51.42 | 46.17 | 48.74 | Al2O3 | 28.89 | 29.84 | 30.35 | 29.80 | Fe2O3 | 9.07 | 9.20 | 9.78 | 9.70 | TiO2 | 1.59 | 1.55 | 1.60 | 1.61 | K2O | 0.48 | 0.55 | 0.57 | 0.57 |
MgO | 0.40 | 0.44 | 0.45 | 0.44 |
ZrO2 | 0.14 | 0.16 | 0.12 | 0.14 | SO3 | 0.08 | 0.12 | 0.08 | 0.09 | V2O5 | 0.04 | 0.04 | 0.04 | 0.04 |
CaO | 0.03 | 0.04 | 0.08 | 0.07 |
Cr2O3 | 0.01 | 0.01 | 0.02 | 0.01 |
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