Comparison of initial and final void ratios and compression index for vertically and horizontally cut specimens of lightly cemented kaolin at a curing time of 21 days
| Initial water content | Cement content: % | Vertically cut | Horizontally cut | ||||
|---|---|---|---|---|---|---|---|
| Initial void ratio: e0 | Final void ratio after loading: e | Compression index: Cc | Initial void ratio: e0 | Final void ratio after loading: e | Compression index: Cc | ||
| 1.5wL | 1 | 2.133 | 1.044 | 0.691 | 2.025 | 1.128 | 0.615 |
| 1.5wL | 2 | 2.243 | 1.250 | 0.902 | 2.258 | 1.327 | 0.866 |
| 1.5wL | 3 | 2.370 | 1.556 | 0.923 | 2.289 | 1.590 | 0.907 |
| 2.0wL | 1 | 2.380 | 1.080 | 0.751 | 2.355 | 1.198 | 0.737 |
| 2.0wL | 2 | 2.846 | 1.311 | 1.173 | 2.895 | 1.319 | 1.328 |
| 2.0wL | 3 | 2.873 | 1.441 | 1.510 | 2.874 | 1.642 | 1.311 |
| Initial water content | Cement content: % | Vertically cut | Horizontally cut | ||||
|---|---|---|---|---|---|---|---|
| Initial void ratio: | Final void ratio after loading: | Compression index: | Initial void ratio: | Final void ratio after loading: | Compression index: | ||
| 1.5 | 1 | 2.133 | 1.044 | 0.691 | 2.025 | 1.128 | 0.615 |
| 1.5 | 2 | 2.243 | 1.250 | 0.902 | 2.258 | 1.327 | 0.866 |
| 1.5 | 3 | 2.370 | 1.556 | 0.923 | 2.289 | 1.590 | 0.907 |
| 2.0 | 1 | 2.380 | 1.080 | 0.751 | 2.355 | 1.198 | 0.737 |
| 2.0 | 2 | 2.846 | 1.311 | 1.173 | 2.895 | 1.319 | 1.328 |
| 2.0 | 3 | 2.873 | 1.441 | 1.510 | 2.874 | 1.642 | 1.311 |
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