Research Article
Performance of Geosynthetic-Reinforced and Cement-Fly Ash-Gravel Pile-Supported Embankments over Completely Decomposed Granite Soil: A Case Study
Table 1
Proportion of the total settlement for test embankments.
| Section | Improvement method | Filling stage | Duration (day) | Proportion of the total settlement (%) | Filling stage | Placement stage | Total |
| G1 | Reinforced (CFG) | I | 201 | 44.6 | 23.5 | 68.1 | II | 658 | 6.0 | 24.7 | 30.7 | III | 219 | ā | 1.2 | 1.2 | G2 | Unreinforced | I | 237 | 29.4 | 11.9 | 41.3 | II | 628 | 37.6 | 17.4 | 55.0 | III | 213 | ā | 3.7 | 3.7 |
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Note. The postconstruction settlements occur at stage III.
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