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

Table 5

Peak excess pore water pressure ratio ().

Measure point	P1	P2	P3	P4	P5	P6	P7	P8	P9
Case 1	0.019	0.013	0.016	0.018	0.02	0.02	0.07	0.052	0.046
Case 2	0.028	0.024	0.022	0.046	0.046	0.029	0.081	0.067	0.07