Differential Settlement in Buildings | VERTEX (2024)

Have you noticed cracks in your interior walls or sticking doors and/or windows? If you have, your house may be a victim of settlement.

What is Settlement?

Settlement is the downward movement of the ground (soil) when a load is applied to it. The load increases the vertical effective stress exerted onto the soil. This stress, in turn, increases the vertical strain in the soil. This increase in vertical strain causes the ground to move downward. In fact, most buildings settle over time. However, most building settlement occurs during the first few years after construction, unless there are changes in the drainage patterns around the building, severe changes in weather, or other external factors. Ongoing building settlement is uncommon.

Types of Building Settlement

Uniform Settlement

During uniform settlement, the entire foundation settles at a constant rate. Usually, there is no, or very minor, cracking during uniform settlement.

Differential Settlement

Differential settlement commonly occurs as a result of the non-uniform movement of the underlying soils (soil settlement at different rates). This type of settlement can result in cracking to the foundation, exterior cladding, and interior finishes. Additionally, with a pier and beam foundation system, each individual pier may settle at a different rate, which is different than the settlement that would occur to a slab foundation.

What Causes Settlement of Soils?

Settlement occurs from soil consolidation due to a reduction in voids or spaces between soil particles due to applied loads or changes in moisture content. The loss of moisture in soils causes consolidation. As the moisture takes up volume in the soil, and when the moisture is expelled, the soil loses volume and consolidates. In the opposite circ*mstance, when there is a buildup of moisture in the soils, smaller clays and silts, which were previously used to fill the voids between larger soil types and provide additional structural support, will drain downwards in the ground when the moisture eventually subsides. This will cause the supporting soil to lose its load-bearing capabilities.

Typical Causes of Settlement

  • Weak bearing soils
  • Addition to an existing house
  • Improperly backfilled soils / poor compaction
  • Irregular rainfall or drought
  • Poor drainage around the house
  • Changes in the groundwater table
  • Mature trees growing close to the house
  • Seepage from a plumbing leak or swimming pool
  • Pumping of oil or water out of the nearby ground

How do you know if your house has experienced settlement?

The most common evidence that settlement has occurred is:

Exterior Cracking

Usually indicated by vertical cracks in poured foundations, or stair-step cracking in brick or CMU walls. The cracks on exterior walls usually originate from the ground. Larger cracks generally indicate ongoing settlement.

Interior Cracking

Usually indicated by semi-horizontal or 45-degree angle cracks. Cracks are typically found at the corners of windows at doors, where the building has the most stress and is usually due to the foundation shifting. These cracks can also form from heaving, which is the upward movement of soil, the opposite of settlement.

Sagging Floors

Sagging floors generally occur when a house was built with a pier and beam foundation system. The individual piers will settle at different rates, resulting in the floors that sag at the location of the settled pier.

Sticking Windows and Doors

Windows and doors that are hard to open or stick may be a sign of settlement. Check for scrape marks on the floor or the door jamb, or a misaligned latch, which are signs that settlement may have occurred.

How Do You Repair and/or Stop Settlement?

Helical Piers

Helical piers are typically used to jack up spread footings. The piers are typically spaced approximately every five feet and are driven in the ground until sound soil or bedrock is reached.

Slab Leveling

Slabs that have settled can be leveled by the use of mudjacking or polyurethane foam. Mudjacking is the use of flowable concrete or grout and polyurethane foam is a closed cell foam. In both uses, holes are drilled in the settled slab and the flowable fill is pumped through. The pressure exerted through the pumping process raises the slab as well as consolidating the soil to prevent future settlement. Polyurethane foam is typically more expensive than mudjacking; however, it is typically stronger, has a longer life span, will not retain moisture, and the slab can be utilized sooner.

Pier and Beam

If your house is on a pier and beam system that has settled, the piers will need to be leveled. This will effectively lift the sagging floors as well. To accomplish this, the use of hydraulic jacks, sitting on a strong foundation, will be needed to lift the house around the settled pier. Metal shims can then be placed between the pier and the beam.

To learn more about VERTEX’s Forensic Engineering services or to speak with an Engineering Expert, call 888.298.5162 or submit an inquiry.

Author: C. Doug Day, P.E.

Differential Settlement in Buildings | VERTEX (2024)

FAQs

Differential Settlement in Buildings | VERTEX? ›

Differential settlement commonly occurs as a result of the non-uniform movement of the underlying soils (soil settlement at different rates). This type of settlement can result in cracking to the foundation, exterior cladding, and interior finishes.

How much differential settlement is acceptable? ›

Similarly, American Society of Civil Engineers recommends that total settlement should not exceed 50 mm for residential buildings and 75 mm for industrial buildings, while differential settlement should not exceed 19 mm for residential buildings and 25 mm for industrial buildings.

What are three signs of differential settlement? ›

The most common type of foundation settlement is differential settlement. This settlement occurs when a building shifts or sinks at varying rates. Differential settlement causes drywall cracks, basem*nt floor cracks, sticking doors and windows, bowing walls, and other structural damage.

What are the consequences of differential settlement? ›

The differential settlement of the stratum causes the surface inclination to have a great impact on the building with a small bottom area and a large height, causing the center of gravity to deviate and leading to changes in structure stress to bring damage.

How do you fix differential settlement? ›

Homes built on hillsides are susceptible to differential settlement caused by poor compaction and something called soil creep. This problem can be fixed by drilling concrete piers deep down into the bedrock under the foundation.

What is the rule of thumb for differential settlement? ›

Thus, “one-half of total settlement” is a rule-of-thumb to account for both natural variability and engineering uncertainties.

What is differential settlement of a building? ›

Differential settlement refers to the uneven or unequal settling of a home or building's foundation. It occurs when the ground underneath your structure settles because of too much weight. In other words, the foundation is unable to support the load of the building, resulting in some kind of structural damage.

How do you avoid differential settlement? ›

Differential Settlement Prevention

Ideally, you should build a house on soil layers with minimal clay or silt. This way, you will not have to worry about the soil under your foundation shrinking and expanding. If possible, the house should sit on native soil and not fill soil.

What are 3 main reasons why settlements fail? ›

Settlements fail for three primary reasons: standing settlement instructions (SSIs) are inaccurate or incomplete; securities have been sold but the party does not have them for delivery – or want to deliver them -- for various reasons; or the trade is not known (DK'd) or matched by the counterparty.

How do you mitigate differential settlement? ›

Geogrids are commonly used in granular layers to mitigate the effects of uniform and differential settlement when building on weak ground (although the approach is suitable for any ground conditions).

What is the best price for foundation repair? ›

Type of Issue
Foundation IssueCost Range
Foundation cracks$250–$800
Foundation leaks$2,000–$7,000
Home settling$5,000–$25,000
Foundation reinforcement$1,000–$5,000
2 more rows
May 14, 2024

What is the most common type of failure in foundations is differential settlement? ›

The most common type of failure in foundations is differential settlement, in which overall settlement of the building is not excessive, but differences in the amount of settlement between different areas of the building cause failure of structural, cladding, or finish components of the building.

How to prevent building settlement? ›

Common methods include compaction, vibrocompaction, soil stabilization, and preloading. These techniques help densify loose or weak soils and minimize future settlements. Techniques such as compaction, grouting, or the use of geosynthetics can enhance soil stability and bearing capacity.

How much settlement is normal? ›

Average Personal Injury Settlements in California
Personal Injury ClaimAverage CA Settlement Amount
Bicycle AccidentApproximately: $10,000 – $75,000
Pedestrian AccidentApproximately: $10,000 – $150,000
Slip and Fall InjuryApproximately: $10,000 – $60,000
Dog BiteApproximately: $79,900
7 more rows
Dec 8, 2023

How much foundation settling is too much? ›

If your foundation is settling into the soil beneath it, experts consider anything more than 1 inch for every 20 feet as too much.

What is the acceptable slab settlement? ›

The most common allowable are a tilt of 1% and a deflection of L/360. In other terms, a tilt of up to 1 inch in 100 inches and a deflection of 1 inch in a length of 360 inches are acceptable.

What is the maximum allowable pile settlement? ›

For insensitive buildings, the maximum settlement permitted at the head of an individual pile during load testing at DVL should be 10mm plus the calculated elastic shortening of the pile shaft, for piles less than 1000mm diameter. For test piles greater than 1000mm diameter a value in excess of 10mm may be appropriate.

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