Research Article
Exploring the Occurrence of Clogging in Highly Permeable Coarse Soils of Dam Foundations
Table 1
Basic properties of soil media and corresponding PSs of incoming sediment.
| Incoming PS (mm) | Dry density (/g/cm3) | Porosity (ns) | Soil media PS (mm) | 32–64 | 16–32 | 8–16 | 4–8 | 2–4 | 1–2 | 0.5–1 |
| 4–8 | 1.63 | 0.326 | T1 | T8 | | | | | | 2–4 | 1.63 | 0.310 | T2 | T9 | T15 | | | | | 1–2 | 1.65 | 0.290 | T3 | T10 | T16 | T21 | | | | 0.5–1 | 1.66 | 0.307 | T4 | T11 | T17 | T22 | T26 | | | 0.25–0.5 | 1.69 | 0.347 | T5 | T12 | T18 | T23 | T27 | T30 | | 0.125–0.25 | 1.73 | 0.332 | T6 | T13 | T19 | T24 | T28 | T31 | T33 | 0.063–0.125 | 1.79 | 0.341 | T7 | T14 | T20 | T25 | T29 | T32 | T34 |
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Note. Ti denotes the experiments’ serial number of different incoming sediments in different soil media PSs.
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