Estimated main soil retention properties, initial void ratio and sampling depths
| Sample | Depth: m | e0 | θr: m3/m3 | θs: m3/m3 | αVG: kPa−1 | nVG |
|---|---|---|---|---|---|---|
| 1 | 2·7–2·9 | 0·616 | 0·00 | 0·375 | 0·092 | 1·172 |
| 0·684 | 0·00 | 0·385 | 0·084 | 1·265 | ||
| 0·724 | 0·01 | 0·385 | 0·186 | 1·267 | ||
| 2 | 4·7–4·9 | 0·646 | 0·00 | 0·373 | 0·027 | 1·204 |
| 0·668 | 0·00 | 0·351 | 0·033 | 1·237 | ||
| 0·755 | 0·00 | 0·404 | 0·185 | 1·164 |
| Sample | Depth: m | |||||
|---|---|---|---|---|---|---|
| 1 | 2·7–2·9 | 0·616 | 0·00 | 0·375 | 0·092 | 1·172 |
| 0·684 | 0·00 | 0·385 | 0·084 | 1·265 | ||
| 0·724 | 0·01 | 0·385 | 0·186 | 1·267 | ||
| 2 | 4·7–4·9 | 0·646 | 0·00 | 0·373 | 0·027 | 1·204 |
| 0·668 | 0·00 | 0·351 | 0·033 | 1·237 | ||
| 0·755 | 0·00 | 0·404 | 0·185 | 1·164 |
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