Research Article

Effects of Upstream Water Level on Dynamic Response of Earth Dam

Table 3

Initial stresses and EPWPs obtained from FE analysis.

Water pressure gauge PPT1 PPT2 PPT3 PPT4 PPT5 PPT6 PPT7 PPT8 PPT9

Initial vertical effective stress (kPa) 13.091.7242.7271.882.411.1130.3301.9263.2
Initial pore-water pressure (kPa) 28.665.114.8−31.6−19.790.070.064.4−8.5
EPWP (kPa) −7.328.7215.0−0.9−0.11.8−10.2167.9−0.0
EPWP ratio (%) −56.2%31.3%88.6%−0.3%−0.1%16.1%−7.8%55.6%0.0%

Water pressure gauge PPT10PPT11PPT12PPT18PPT19PPT21PPT23PPT24PPT25

Initial vertical effective stress (kPa) 20.9192.5330.819.3398.7286.1445.1437.1258.2
Initial pore-water pressure (kPa) 127.679.729.527.2126.8125.5284.7254.1247.8
EPWP (kPa) 12.5−4.837.621.8153.8167.164.4202.2195.5
EPWP ratio (%) 59.6%−2.5%11.4%113.2%38.6%58.4%14.5%46.3%75.7%