Performance of a Subgrade-Embankment-Seawall System Reinforced by Drainage PCC Piles and Ordinary Piles Subjected to Lateral Spreading

Table 6

Peak excess pore water pressure ratio ().

Measure point	P1	P2	P3	P4	P5	P6	P7	P8	P9
Case 1	0.24	0.14	0.27	0.24	0.28	0.22	0.80	0.53	0.55
Case 2	0.33	0.30	0.27	0.54	0.47	0.39	0.94	0.60	0.70