From: Study on the influencing factors and evolution of loess bank collapse with physical modelling
No | Slope height H/cm | Slope angle α/° | Dry density ρd/g·cm−3 | Water depth D/ cm | Volume error /% |
---|---|---|---|---|---|
A1 | 70 | 90 | 1.36 | 15 | 39.80 |
A2 | 70 | 90 | 1.36 | 25 | 29.31 |
A3 | 70 | 90 | 1.36 | 40 | 27.93 |
A4 | 70 | 90 | 1.36 | 55 | 47.32 |
A5 | 70 | 90 | 1.36 | 65 | 35.83 |
B1 | 70 | 60 | 1.28 | 40 | 31.75 |
B2 | 70 | 60 | 1.32 | 40 | 24.62 |
B3 | 70 | 60 | 1.36 | 40 | 29.34 |
B4 | 70 | 60 | 1.40 | 40 | 27.10 |
B5 | 70 | 60 | 1.45 | 40 | 24.26 |
C1 | 70 | 90 | 1.36 | 40 | 27.93 |
C2 | 70 | 75 | 1.36 | 40 | 41.58 |
C3 | 70 | 60 | 1.36 | 40 | 29.34 |
C4 | 70 | 45 | 1.36 | 40 | 41.40 |
C5 | 70 | 30 | 1.36 | 40 | 12.04 |