Research Article
Performance Improvement in Pile Anchor System for Deep Foundation Excavation Using Electroosmotic Chemical Treatment
Table 4
Test parameters of the anchors.
| Specimen | Soil layer | Cement | Anchoring length (m) | Model | Ultimate capacity (kN) |
| SA-I | Marine clay | M42.5 | 18 | | 320 | SA-II | Marine clay | M42.5 | 18 | | 320 | SC-I | Marine clay | M42.5 | 18 | | 320 | WS-I | Marine clay | M42.5 | 18 | | 320 |
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