> For the complete documentation index, see [llms.txt](https://docs.openbrim.org/llms.txt). Markdown versions of documentation pages are available by appending `.md` to page URLs; this page is available as [Markdown](https://docs.openbrim.org/templates/box-culvert-workflow/loading-bc/lateral-earth-pressure-bc.md).

# Lateral Earth Pressure \[BC]

Lateral Earth Pressure applies the horizontal soil pressure on the culvert's exterior walls using the equivalent-fluid method: the pressure grows linearly with depth as if the retained soil were a fluid of a given unit weight.

Two cases are generated, a maximum and a minimum, because the governing combination differs by effect. High lateral pressure controls the wall's own bending; low lateral pressure removes the arching restraint on the frame and can control the slabs. Both are produced so the limit-state combinations can take whichever governs.

The wall loads are sliced along the barrel rather than applied as one full-length polygon, which is what makes them work on a curved alignment.

## General

**Box Culvert:** The culvert barrel this pressure is applied to. A selection is required. The load is applied to the barrel's exterior wall surfaces.

**Stage:** The construction stage this load is activated in. Leave it empty for a model that is not staged.

**Soil Side \[Left/Right/Both]:** Which exterior wall or walls carry the pressure. Use Both for a culvert with fill on both sides; a single side models a wall that is exposed.

**Max Equivalent Fluid Unit Weight (EHmax):** The equivalent fluid unit weight for the maximum lateral pressure case. MnDOT LRFD 12.2.3 quotes 0.060 kcf for at-rest conditions. Must be positive.

**Min Equivalent Fluid Unit Weight (EHmin):** The equivalent fluid unit weight for the minimum case, quoted as 0.030 kcf by the same reference. Must be positive and not greater than the maximum.


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