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Table 1 Physical parameters of embankment models

From: Effects of surface topography and subsurface structural irregularities of river embankments on Rayleigh wave propagation

Layer

S-wave velocity

Vs (m/s)

P-wave velocity

Vp (m/s)

Q-value

Q

Density

ρ (kg/m3)

1

150

260

1000

1600

2

300

519

1000

1700