Research Article
Study on Critical Hydraulic Gradient Theory of Flow Soil Failure in Cohesive Soil Foundation
| Sample No. | Radius (cm) | Height (cm) | Sample No. | Height (cm) | Radius (cm) |
| H1/S1 | 5 | 1 | HR1/SR1 | 2 | 1 | H2/S2 | 5 | 3 | HR2/SR2 | 2 | 2 | H3/S3 | 5 | 5 | HR1/SR3 | 2 | 4 | H4/S4 | 5 | 7.5 | HR1/SR4 | 2 | 8 | H5/S5 | 5 | 10 | HR5/SR5 | 2 | 10 |
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