Table 1 Experiment scheme
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 L/cm | Purpose |
|---|---|---|---|---|---|
A1 | 70 | 90 | 1.36 | 15 | The relationship between water depth and bank collapse |
A2 | 70 | 90 | 1.36 | 25 | |
A3 | 70 | 90 | 1.36 | 40 | |
A4 | 70 | 90 | 1.36 | 55 | |
A5 | 70 | 90 | 1.36 | 65 | |
B1 | 70 | 60 | 1.28 | 40 | The relationship between dry density and bank collapse |
B2 | 70 | 60 | 1.32 | 40 | |
B3 | 70 | 60 | 1.36 | 40 | |
B4 | 70 | 60 | 1.40 | 40 | |
B5 | 70 | 60 | 1.45 | 40 | |
C1 | 70 | 90 | 1.36 | 40 | The relationship between slope angle and bank collapse |
C2 | 70 | 75 | 1.36 | 40 | |
C3 | 70 | 60 | 1.36 | 40 | |
C4 | 70 | 45 | 1.36 | 40 | |
C5 | 70 | 30 | 1.36 | 40 |