Sandy, below‑water‑table soils at a planned 7 ft pit depth.
Footing and slab at risk of undermining if excavated untreated.
No practical option for sheet piling, slurry wall, or trench box.
Engineers designed a perimeter grout “box” using AP Soil 600, a low‑viscosity, single‑component permeation resin that bonds wet sands into a rock‑like, load‑bearing mass.
Lay out pit and grout‑box perimeter around the planned excavation.
Drill and set probes to depths below the final pit grade.
Inject AP Soil 600 while slowly extracting probes to form overlapping treated columns.
Allow cure, then excavate the pit inside the treated zone.
Grind exposed treated face flat and use it as the outer form for the concrete pit.
Stable excavation adjacent to the load‑bearing wall with no observed soil loss.
Interior elevator pit completed without conventional shoring or large equipment.
Enabled ADA‑compliant vertical access using permeation‑stabilized in‑place soils.