Frost Heave Section

2D twin of the 3D frost-heave laboratory: the same soil model drawn as a cross-section with temperature, ice and heave.

Presets

Playback

Soil, climate and water

Cold at the top freezes the pore water; where water can be drawn up from below, it freezes in lenses and pushes the ground up.

Model checks

The science

What is modelled

A one-dimensional column of 60 cells. The enthalpy of each cell holds both sensible and latent heat, so freezing happens over a narrow temperature band. At the front, water drawn up by cryosuction freezes into an ice lens, limited by Darcy-type supply and by the cold-side cooling power.

Equations

  • Heat flux q = k dT/dz with conductivity raised by 24 % per unit ice fraction.
  • Enthalpy balance dE/dt = -dq/dz, latent step rho_w n S L.
  • Steady frost depth from equal fluxes 1.24 k (0 - Ts) / z = k (Tb - 0) / (H - z).
  • Ice of volume rho_w / rho_i = 1.0905 times the water drawn up.

Checks run in the page

  • Temperature to enthalpy and back.
  • Energy conservation against the boundary fluxes.
  • Frost depth after 35 days against the flux balance.
  • Lens volume against the water drawn up, pore-ice formula and the flux cap.

Honest simplifications

A reduced-order model: the lens growth rule, the 24 % conductivity increase, the 0.09 pore-ice expansion factor and the 18 mm/day cap are educational choices, not calibrated to a soil; no overburden, salt or lateral flow.

What to try
  • Press Clay and compare with Sand: strong suction but slow water supply against the opposite.
  • Press Silt without groundwater: the heave nearly stops.
  • Lower the surface temperature and watch the front reach the steady depth shown in the last plot.
Surface heave against time
Temperature against depth
Frost depth against time
Steady frost depth against surface temperature
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