Structural stabilization of a settled foundation at a townhouse building - Highlights:
A corner of a 4-unit townhouse building has settled due to soil shrinkage, with movements of up to 3 inches. The existing surface soil conditions are suspected of moving with seasonal moisture changes and are unlikely to reliably support the foundations.We analyzed the structure to determine the factored loads of the building to be supported. We worked with a geotechnical engineer, and a helical pile contractor, to take out necessary building permits at the City of Langley and place deep helical pile foundations to work and support the building and stabilize it.A year later, survey results verified that the foundation is holding firm without abnormal movement, indicating a successful repair.Even though the project was relatively small in scope and is not normally within our routine, we provided a high level of customer service and competent engineering expertise at a reasonable cost to the client to help them through a tough situation. We have the expertise to be versatile to our client's needs when called upon.
Visual signs of building settlement from the interior
Pile to foundation connection
An example of helical piles
The foundation prior to pile installation
Piles installed, to support the building
A helical pile installed flush against the foundation stem wall