Research Article

Experimental Investigation on Jacked Pile-Sinking and Capacity-Induced Pore Pressure and Effective Radial Stress at the Pile-Clayey Soil Interface

Table 4

Ratio of excess pore water pressure at the pile-soil interface and overlying effective soil weight of test pile TP1.

Sensor station (h/L)Excess pore water pressure (kPa)Overlying effective soil weight (kPa)Specific value (%)

1/204.216.8861.2
1/103.25.7655.6
1/52.354.6450.6
2/51.663.5247.2
3/50.792.432.9