Advances in Civil Engineering / 2019 / Article / Tab 2

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 ratioCharging time (h)Curing time (h)

Test I1.253 : 12336
Test II1.753 : 12336
Test III2.253 : 12336

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