Geotechnical Engineering Design

Once the subsurface investigation is complete, the next step in the process is the design of the foundation along with the design for support of excavation along open lot lines and underpinning of the neighboring buildings along common lot lines.

Conventional shallow concrete foundations (spread footings and mat slabs) are always the first choice for any new project due to their simplicity of construction and cost efficiency. Rigorous interaction analyses are performed to evaluate the performance of shallow foundations. When the predicted interaction produce unacceptable structural deflections, appropriate deep pile or caisson foundations are evaluated for the project.

After selection of an appropriate foundation system, the general requirements for support of excavation and underpinning of neighboring buildings are determined.  The subsurface conditions are again evaluated along with the foundation conditions supporting the neighboring structures discovered in the investigation. Here again, rigorous analysis of the soil behavior is performed and support of excavation and underpinning designs are developed to limit potential damage to existing structures and nearby underground utilities.

100-ton Piles Driven to Bedrock
100-ton Piles Driven to
Bedrock
Auger Cast Piles for Parking Deck over Railroad Right of Way
Auger Cast Piles for Parking Deck over Railroad Right of Way
240-ton Caissons Drilled into Bedrock
240-ton Caissons Drilled into Bedrock
Underpinning of 6-Story Building in Sandy Soil
Underpinning of 6-Story Building in Sandy Soil
Soldier Beam and Timber Lagging SOE Walls
Soldier Beam and Timber Lagging SOE Walls
Underpinning of TA Structure
Underpinning of TA
Structure