GZA Services

Underpinning
 
Existing structures of varying foundation and structural types that are located within the zone of influence of anticipated cut and cover excavations and soft ground tunneling must be evaluated relative to the impact of proposed construction. If required, these structures need to be underpinned using a system that considers the predicted ground movements, building type, and foundation loads. 

 

Underpinning inherently involves high risk, high cost and significant time to construct. Also, the process associated with obtaining the property owners’ permission to perform the work is a major factor that must be considered. Situations where the approval of work related to protection of adjacent buildings involves political or non-technical issues must be avoided. In light of these concerns, it is our goal to minimize the extent of underpinning by implementing measures to avoid the need for underpinning such as: increasing the stiffness of the earth support system (i.e. reduced strut spacing, adopt thicker walls); improving the ground (i.e. jet grouting); specifying the excavation sequence; and using underpinning as the last resort.   

GZA has extensive experience with various underpinning techniques including: concrete pit; jacked piles; bracket piles; and drilled piles.
 
 
 

For more information, contact Robert J. Palermo, P.E.
E-Mail: robert.palermo@gza.com
Telephone: (781) 278-3812

 
 
 
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