Project Summary: A warehouse was constructed on unconsolidated soils and was experiencing differential settlement. A deep foundation element was required to bypass the fill to reach a competent load bearing strata
- Helical Pile Type: 3.5″ Pipe Pile
- # of Helical Piles: 91
- Location: Northeast, MD
- Installation Depth: 50′ – 65′
- Equipment Used: Takahuchi Excavator
- Challenge/Unique Aspect: Helical piles were used to underpin the existing foundation as it was a non-invasive method which allowed warehouse operations to proceed unimpeded during the remediation of the foundation.
- Engineer/Architect: Desman Associates & Hillis-Carnes Engineering Associates
- General Contractor: RMR Group
- Certified Danbro Installer: Hillis-Carnes
