Research Article
Effects of Nonaqueous Phase Liquids Pollution on the Permeability and Microstructure of In-Filed and Laboratory Soaked Contaminated Clay Soils
Table 8
Permeability test results of contaminated and uncontaminated soil samples.
| Soil layer | Permeability coefficient k (10−7cm/s) | uncontaminated clay k0 rigid wall | The field contaminated soil rigid wall k1 | Indoor soaking contaminated clay k2 (t = 522 d) Improved rigid walls | k1/k0 | k2/k0 | k2/k1 | t = 0 d | t = 0 d | t = 379 d | t = 522 d | — | — | — |
| Layer (2) | 2.32 | 3.01 | — | — | 1.297 | — | | Layer (3) | 5.24 | 6.37 | 7.71 | 8.03 | 1.215 | 1.532 | 1.261 | Layer (4) | 0.83 | 1.67 | 1.34 | 1.52 | 2.012 | 1.831 | 0.910 | Layer (5) | 1.73 | 1.84 | — | — | 1.064 | — | — |
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