Practical information for engineers specifying soil stabilization, soil drying and full-depth reclamation on Missouri and Illinois projects.
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| Factor | Stabilize in place | Undercut & replace |
|---|---|---|
| Material handling | Existing soil is treated and reused in place | Unsuitable soil is excavated and hauled; select fill or stone is imported |
| Truck traffic | Limited mainly to additive deliveries | Haul-off and import trips for every cubic yard removed and replaced |
| Wet-weather recovery | Drying with lime or cement can restore a workable platform | Wet excavations and replacement fill can be slowed by more rain |
| Design basis | Lab mix design sets additive type and rate to meet the specified strength | Depth and fill type set by the geotechnical recommendation |
| Verification | Depth, additive rate, moisture and density tested by the owner's testing agency | Excavation depth, fill compaction and density tested by the owner's testing agency |
The right choice depends on site soils, schedule and the geotechnical recommendation. See also construction value engineering, or run a conceptual comparison with the stabilization vs. undercut calculator.
This is general guidance only. The engineer of record and the laboratory mix design govern additive selection, rate and depth on every project.
We present lunch-and-learns on soil stabilization and full-depth reclamation for engineering offices. Use the form below; the service field is already set to "Lunch-and-learn request".
Tell us your scope, schedule, and site address. A real estimator from our O'Fallon office will get back to you within one business day.
854 Lone Star Drive
O'Fallon, MO 63366