Research Article
Performance Improvement in Pile Anchor System for Deep Foundation Excavation Using Electroosmotic Chemical Treatment
Table 2
Parameters of laboratory tests.
| | No. | Potential gradient (V/cm) | Water-cement ratio | Charging time (h) | Curing time (h) |
| | Test I | 1.25 | 3 : 1 | 23 | 36 | | Test II | 1.75 | 3 : 1 | 23 | 36 | | Test III | 2.25 | 3 : 1 | 23 | 36 |
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