Research Article
A Practical Design Method to Determine the Replacement Time of Light Embankment
Table 3
The calculation results of S5.
| i | | | | OCR | | |
| 1 | 2 (1.0) | 1 | 0.0160 | 1.077 | 0.0219 | 14.03 | 2 | 3 (4.5) | 1 | 0.0253 | 1.054 | 0.0231 | 14.03 | 3 | 2 (7.0) | 0.95 | 0.0177 | 1.034 | 0.0242 | 14.03 | 4 | 2 (9.0) | 0.93 | 0.0180 | 1.028 | 0.0246 | 14.03 | 5 | 2 (11.0) | 0.89 | 0.0181 | 1.024 | 0.0248 | 14.03 | 6 | 2 (13.0) | 0.86 | 0.0183 | 1.020 | 0.0250 | 14.03 |
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