Research Article
Blast Liquefaction Test of Saturated Sand Foundations Disposed by a Drainage Rigid Pile
Table 3
Excess pore water pressure and PPR of each measurement point.
| Pore water pressure sensor | Peak 1 excess pore water pressure/kPa | Peak 1 PPR | Peak 2 excess pore water pressure/kPa | Peak 2 PPR | Excess pore water pressure after dissipation/kPa | PPR after dissipation |
| P1 | 1.736 | 1.28 | 2.233 | 1.64 | 0.003 | 0 | P2 | 2.100 | 0.58 | 2.346 | 0.64 | 1.493 | 0.40 | P3 | 5.224 | 0.88 | 5.232 | 0.89 | 2.378 | 0.41 | P4 | 1.593 | 1.17 | 1.550 | 1.14 | 0.002 | 0 | P5 | 2.797 | 0.77 | 2.655 | 0.73 | 0.200 | 0.06 | P6 | 5.015 | 0.85 | 4.675 | 0.80 | 1.289 | 0.22 |
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