Foundation Settlement: The Push Pier Alternative
EVstudio is asked quite frequently to perform structural evaluations of cracked foundation walls. These cracks are often due to settlement. Modern design philosophy (and most geotechnical reports) calls for the original structural engineer to design foundation walls to clear span ten to fifteen feet to account for soft patches of bearing soil or soils that may be become saturated and hydro-consolidate (shrink in volume when wet). Older homes are more susceptible to damage because they were typically not designed with this in mind. This is not to say they were designed poorly, there were just different design philosophies and industry standards at the time they were constructed.
There are many different ways to approach the problem of foundation settlement. One way is the foundation push pier.
How a push pier works is quite simple. First, a steel bracket is fastened to your foundation, typically at the footing. Then a hydraulic ram is installed on the bracket which pushes a steel pier into the ground. Using the hydraulic forces in combination with the weight of the structure above, the steel pier is driven down through the softer soils (which are causing the settlement problem) until bedrock or suitably firm soils are reached. Once the pier reaches competent bearing, the foundation is stabilized and in some instances can even be raised back into a level position.
EVstudio works closely with foundation repair contractors such as Pinnacle Structural Services in the evaluation of foundation repairs utilizing the push piers as one of many considered solutions.Related Articles:
- Straight Shaft Drilled Concrete Pier Foundation
- Concrete Foundation Cost Savings: Slab On Grade Foundation with Imported Soils vs. Drilled Pier Foundation
- Helical Pier Foundations
- Different Structural Foundation Types
- Interrupted or Narrow Spread Footing Foundation
- Spread Footing Foundation
- Post Tension Slab-on-Grade Foundation
- Steel Screw Pile Foundation
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