Is It Normal Settling? How to Tell Settling From a Foundation Problem
Some settling is normal and finishes early in a building's life. The warning signs are movement that continues, that is uneven from one part of the house to another, or that has an ongoing cause such as leaking water or changing soil moisture.
What settling is
When a house is built, the soil under it compresses a little as it takes the load. InterNACHI's inspector material says settlement most often occurs early in a building's life and often slows to an equilibrium, and that minor cracking is structurally harmful mainly when long-term moisture leakage affects building elements.[1]
What suggests it is not just settling
- Movement that continues or accelerates. A crack that keeps growing past dated pencil marks over several months.
- Uneven movement. The Colorado Geological Survey identifies differential movement, from uneven moisture and variable clay layers, as the main source of structural damage in shrinking and swelling soils.[2]
- An ongoing cause. Water pooling at the foundation, a leaking pipe, a large tree drawing moisture from clay, or ground freezing and thawing. See water and drainage and trees.
- Several signs together. Cracks plus sticking doors plus a sloping floor in the same area. See signs of foundation problems.
- Horizontal cracks or a leaning wall. These can indicate the wall is bent or broken.[1]
Use measurements, not impressions
The ASCE Texas Section guidelines are explicit that a floor elevation survey shows the shape of a foundation at one moment, and that a single survey should not be the only basis for judging tilt or deflection, because the original shape is usually unknown without an as-built or earlier survey. Repeated surveys over time show change.[3] That logic applies to your own tracking too: dated photographs and measurements taken over seasons are worth more than one dramatic-looking snapshot.
The same guidelines give one way engineers think about floor slope: floors sloping more than 1 percent are usually noticeable, and deflection beyond a limit analogous to L/360 combined with enough visible symptoms generally justifies a finding of excessive deflection. Localized dips over a few feet can reflect built-in unevenness, so caution is advised.[3] These are guidelines for evaluating Texas houses, not codes for every region.
A simple monitoring routine
- Photograph each concern with a ruler and the date.
- Mark crack ends with a pencil and date; measure width at the same spot.
- Walk the house after dry spells and after wet seasons, because clay soil responds to moisture. See expansive clay soil.
- Note any plumbing leaks, drainage changes, tree work or new landscaping watering.
- After six months to a year, compare. If nothing changed, you have useful evidence that movement has stabilized.
Common questions
How long does a new house settle?
InterNACHI says settlement most often occurs early in a building's life and often slows to equilibrium.[1] The time varies with soil and construction; the useful test is whether movement has stopped.
Is settling covered by insurance?
Usually not. Standard homeowners policies generally exclude settling and earth movement; see does homeowners insurance cover foundation repair?
Can I stop settling by watering the foundation?
In clay soil, keeping moisture consistent is one non-structural measure engineers list, but the ASCE Texas Section guidelines also warn against excessive watering.[3] It is not a cure and it depends on the cause; ask the engineer evaluating your house.
Related guides
Sources
Figures and claims marked with a number come from these sources. Dates are the publication or last-update dates shown by the publisher, where one was shown. Older sources are flagged in the text.
- Inspecting Foundation Walls and Piers. InterNACHI (International Association of Certified Home Inspectors), revised January 2013.Inspector-training material. It describes cracks by cause rather than by a fixed vertical/diagonal/horizontal chart.
- Home Construction on Shrinking and Swelling Soils (Special Publication 11). Colorado Geological Survey; Wesley G. Holtz and Stephen S. Hart, October 1978.Published in 1978. We use it for soil behavior and landscaping distances, not for costs or current practice.
- Guidelines for the Evaluation and Repair of Residential Foundations, Version 1. Texas Section, American Society of Civil Engineers; adopted October 3, 2002, effective January 1, 2003.Written for Texas conditions and by its own terms not a standard of care. Widely used as a reference for slab and pier-and-beam evaluation. Published in 2002.