> 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/technical-background/soil-structure-interaction/lateral-soil-models/linear-subgrade.md).

# Linear (Subgrade)

For applications where a linear treatment of the *p-y* relationship is appropriate, the soil resistance per unit length is proportional to the displacement. The constant slope is the coefficient of subgrade reaction multiplied by the pile diameter:

$$
\tag{1}
p = kby
$$

where,

$$p$$ = horizontal soil resistance per unit length\
$$k$$ = coefficient of subgrade reaction (force per length cubed), entered as the Subgrade Modulus of the layer\
$$b$$ = pile diameter\
$$y$$ = horizontal displacement

There is no ultimate resistance. OpenBrIM generates the curve up to a displacement of 6 in; the spring is linear within that range. This is the classical Winkler subgrade-reaction idealization rather than a model derived from load tests, so no article is associated with it.


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