Advances in Civil Engineering / 2019 / Article / Tab 4

Research Article

Performance Improvement in Pile Anchor System for Deep Foundation Excavation Using Electroosmotic Chemical Treatment

Table 4

Test parameters of the anchors.

SpecimenSoil layerCementAnchoring length (m)ModelUltimate capacity (kN)

SA-IMarine clayM42.518320
SA-IIMarine clayM42.518320
SC-IMarine clayM42.518320
WS-IMarine clayM42.518320

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