Research Article
Effect of Admixture on the Hydraulic Conductivity of Compacted Loess: A Case Study
Table 3
Test details of the PL and LAT samples.
| Specimen identification | Dry density, dr (mg/m3) | Relative compaction degree (%) | Void ratio before test, e | Saturated hydraulic conductivity, ksat (m/s) |
| PL-01 | 1.5 | 80 | 0.800 | 6.47 × 10−6 | PL-02 | 1.55 | 82 | 0.742 | 2.02 × 10−6 | PL-03 | 1.6 | 85 | 0.688 | 1.00 × 10−6 | PL-04 | 1.65 | 88 | 0.636 | 7.72 × 10−7 | PL-05 | 1.7 | 90 | 0.588 | 3.09 × 10−7 | PL-06 | 1.75 | 93 | 0.543 | 1.79 × 10−7 | PL-07 | 1.8 | 96 | 0.500 | 4.41 × 10−8 | LAT-08 | 1.41 | 92 | 0.961 | 5.85 × 10−8 | LAT-09 | 1.45 | 95 | 0.899 | 2.60 × 10−8 | LAT-10 | 1.5 | 98 | 0.841 | 3.32 × 10−9 | LAT-11 | 1.53 | 100 | 0.804 | 1.51 × 10−9 |
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