A vibroflot crawler crane positions its extended lead over a marked grid point on a Billings site east of the airport, feeding crushed stone into a cylindrical probe that compacts the subsurface in controlled lifts. The operator monitors amperage draw and stone consumption in real time, building a stiff drainage column through the soft, flood-deposited silts that underlie much of the Yellowstone River corridor. In Billings, where the average annual precipitation hovers around 13.8 inches yet the water table sits surprisingly shallow on terrace deposits, in-situ permeability testing often guides the spacing design to ensure excess pore pressures dissipate quickly during seismic loading. We pair the vibro-replacement installation with a CPT test beforehand to map tip resistance and sleeve friction continuously, confirming that the native clayey matrix will carry out adequate lateral confinement to the stone columns under the design bearing pressure.
A well-designed stone column grid transforms liquefiable Yellowstone alluvium into a drained, densified composite that can support 6,000 psf bearing pressure.



