The Challenge

  • Complex reconstruction
  • Building cracking during excavation
  • Historical preservation concerns

The original parking garage was built to encourage more shopping in the downtown area. Torn down in 2005, the garage was replaced by an underground structure and an open public square area. Concern regarding surrounding historical structures required monitoring the excavation area.

The Solution

Geocomp was retained to advise the design-build team after historic buildings surrounding this deep excavation in the center of the city of Savannah, Georgia began to crack. Geocomp’s role was to help determine how to complete the project without further damage to the buildings.

Our team found extensive soft clay seams below the bottom of the excavation that were not considered in the design of the excavation support system. Geocomp worked with the project team to devise a way to complete the 45-ft-deep underground parking structure with minimal additional movement to adjacent structures.

Geocomp personnel developed the scope of additional subsurface investigations to define and characterize layers of soft clay detected below the bottom of the excavation. These included cone penetration tests, continuous split-spoon, and Shelby tube sampling.
Our laboratory completed direct simple shear and constant rate-of-strain consolidation tests to define the appropriate soil properties for analysis of global stability and future deformations. Geocomp also installed a state-of-the-art real-time monitoring system using automated total stations with reflective targets and in-place inclinometers to monitor movements of the excavation support system and adjacent buildings around the clock. This project required close integration of Geocomp’s expertise in soil properties, advanced numerical analysis, real-time monitoring, and risk management to help the client find a way through this serious set back.

Services Provided

Subsurface Investigation

Develop the scope of subsurface investigations to define and characterize layers of soft clay

Real-Time Monitoring

Monitoring system using AMTS to monitor movements of the excavation support system and adjacent structures

Laboratory Testing

Direct simple shear and constant rate-of-strain consolidation tests to define soil properties

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