Exterior Foundation Wall Damage
The upper portion of the foundation wall exhibited lateral displacement accompanied by significant structural cracking, both of which are indicative of progressive foundation wall failure caused by sustained external soil pressure and compromised structural integrity.
Interior Foundation Wall Failure
The interior face of the fieldstone foundation wall exhibited noticeable inward deflection, a condition symptomatic of lateral pressure exceeding the wall's structural capacity. This inward bowing indicates progressive movement of individual stones and mortar joints, which can compromise wall stability over time. Such deformation is often driven by hydrostatic pressure, expansive soils, and inadequate lateral support, all of which place increasing stress on aging fieldstone assemblies.
PowerBrace
The upper section of the foundation wall was carefully removed to allow for the installation of a structurally engineered wall topper designed to restore stability and improve load distribution across the system. To address the inward lateral movement observed in the existing foundation, PowerBrace™ steel I‑beam supports were installed. These braces provide immediate stabilization by transferring lateral loads and preventing further deflection of the wall. To prepare for the placement of the new StableLock™ Wall, the assembly was additionally reinforced with woven rebar. This reinforcement grid enhances tensile strength and provides the necessary structural 'kick‑out' resistance when the concrete wall topper is poured, ensuring long‑term stability and improved overall structural performance.
StableLock Auxiliary Wall Forms
Concrete forms were installed and structurally braced using reinforced wooden supports to maintain dimensional stability and resist lateral pressures during the curing process. This ensured that the forms remained properly aligned and secure, allowing the poured concrete to set to its intended shape and structural strength without deformation.
Masonry Wall Topper
The upper course of the foundation wall was removed and replaced with a cinderblock wall topper, providing a structurally uniform and dimensionally stable transition between the existing foundation and the new reinforced assembly. Installing a cinderblock topper offers improved load distribution, enhanced lateral resistance, and a more reliable substrate for integrating modern reinforcement systems-significantly increasing the overall structural integrity of the wall.
Basement Window
The basement window was replaced and properly integrated into the newly constructed foundation wall assembly. With the improved structural configuration and corrected framing alignment, the new window is now securely seated and appropriately sealed, eliminating previous leakage pathways and ensuring long‑term weather‑ and moisture‑resistance.
StableLock Completed Installation
After the concrete achieved sufficient cure strength, the formwork was removed, revealing the completed StableLock™ Wall assembly. With the new structural topper fully integrated and the wall reinforced, the foundation is now properly stabilized and restored to a condition capable of resisting ongoing lateral pressures.
