Consolidation 3

1D Consolidation — Explicit FD (β = cv·dt/dz²)

Coarse layers (im)

Height h (m)

c_v (m²/s)

t final (s)

Refine factor

Layer case Open (double drainage) Half-closed (impermeable bottom)

β (target)

Initial pore pressure at coarse nodes (top→bottom). Commas or newlines. 100, 60, 0