Advances in Civil Engineering / 2019 / Article / Tab 3

Research Article

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

Table 3

Physical and mechanical properties of each layer of soil.

No.H (m)NCu (kPa)Φ (°)γ (kN/m3)K (m/d)

10.50∼4.50Miscellaneous filler0016.60.5
20.50∼3.80Silty clay6.52.419.20.1
32.30∼7.40Interbedded silty clay and sand12.06.518.70.5
49.30∼14.0Sand02318.51.0
512.60∼16.30Marine clay6.83.519.40.1
613.50∼18.00Sand (slightly dense)02418.51.5

Note: H is the thickness of each soil layer; N is the soil texture of each layer; Cu is the cohesive force of the soil; φ is the friction angle of the soil; γ is the unit weight of the soil; K is the hydraulic conductivity.

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