The homeowner in Lenexa first noticed stair-step cracks in the block wall and windows that were getting harder to open. A foundation inspection confirmed the south side of the home was settling — the footing had lost support as Johnson County's clay soil shrank during a dry stretch and never fully rebounded.
Lenexa's housing stock spans several decades, and this home was built during a period when footings were often sized to bare minimums. When the soil conditions change — and they always do in the KC metro — those minimal footings are the first to lose adequate bearing capacity. The settlement was active and measurable, meaning it would continue until the foundation found a new, lower equilibrium or someone intervened.
We installed steel push piers along the settling side, driving each galvanized section through the unstable surface soil until it reached competent bearing material well below the seasonal moisture zone. Each pier was individually load-tested before we transferred the weight of the structure onto the pier system.
The before-and-after tells the story — cracks that had been widening for months went static, and several closed noticeably during the lift. Piering bypasses the problem soil entirely by transferring the home's weight to deep, stable strata. See our West Des Moines foundation rebuild for a different approach when the wall itself — not just the footing — is the failure point.