Research Article
Failure and Remediation of an Embankment on Rigid Column-Improved Soft Soil: Case Study
Table 5
Statistical table of settlements and bending moments.
| | Section | Settlement (mm) | (kN·m) | |
| | K63 + 505 | 754.9 | 195.7 | 5.28 | | K63 + 540 | 394.1 | 81.2 | 2.19 | | K63 + 560 | 533.8 | 84.3 | 2.28 | | K63 + 620 | 586.3 | 176.9 | 4.78 | | K63 + 700 | 694.2 | 206.0 | 5.56 | | K64 + 080 | 1579.5 | 76.3 | 2.06 | | K64 + 100 | 868.1 | 46.4 | 1.25 | | K64 + 120 | 1088.3 | 56.1 | 1.52 | | K64 + 160 | 1897.7 | 93.6 | 2.53 |
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