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

Table 7

Peak excess pore water pressure ratio ().

Measure point	P1	P2	P3	P4	P5	P6	P7	P8	P9
Case 1	0.26	0.18	0.31	0.37	0.34	0.34	1.40	0.90	0.75
Case 2	0.36	0.34	0.33	0.68	0.49	0.36	1.66	1.02	1.10