Settlement Repair
Differential foundation settlement — how it is confirmed, watched, and addressed.
San Diego County foundation settlement diagnostics — why a foundation settles, how to tell normal settling from a structural problem, and how independent local providers compare repair methods for your specific soil and settlement pattern.
Settlement RepairRequest ServiceA slab-on-grade foundation settles differently than a pier-and-beam one — the slab itself moves with the soil beneath it, which changes both how the problem shows up and what actually fixes it.
Describe what your slab is doing
A slab-on-grade foundation is poured directly on prepared soil, without a crawl space or basement beneath it. When that soil settles unevenly — from moisture cycling, poor original compaction, or erosion — a gap, or void, can form between the underside of the slab and the soil that used to support it. The slab then loses support in that section and settles into the void, which is what produces the diagonal cracking and uneven floor sections that are the classic signs of slab settlement. Addressing it generally means either filling the void so the slab has support again, or, for more significant settlement, lifting and stabilizing the affected section directly. Polyurethane foam injection is one of the more commonly used void-fill methods — see steel piers vs. foam injection for how it compares against a piering-based approach for situations where more of the structure is affected.
The soil that used to support the slab settles or erodes away, often from water moving beneath the slab or from moisture-driven soil shrinkage — see settlement monitoring signatures by cause for the well-documented mechanisms behind this.
Yes. Soil moisture changes and erosion can happen well beneath the surface with no visible standing water, which is part of why the cause is confirmed by inspection rather than assumed from what is visible.
It depends on the extent — void filling beneath the slab is common for localized settlement, and more significant or structural settlement may call for a piering-based approach. See the comparison for how the two are actually decided between.
Where the cracking or unevenness is, and how it has changed over time, is enough to start with.
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