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

Table 5

Table of ratio of excess pore water pressure at the pile-soil interface and overlying effective soil weight of test pile TP2.

Sensor station (h/L)	Excess pore water pressure (kPa)	Overlying effective soil weight (kPa)	Specific value (%)
1/20	3.58	6.88	52.1
1/10	2.68	5.76	46.5
1/5	2.24	4.64	48.3
2/5	1.56	3.52	44.3
3/5	0.87	2.4	36.3