Underpinning Foundations, Pit Underpinning, Micropile Underpinning
  Earth Retention
 
  Permanent Shoring
  Temporary Shoring
  Soil Nail Retention
  Shotcrete
  Drilled Piers
 
  Cased Hole Method
  Slurry Hole Method
  Osterberg Load Cell Testing
  Micropiles
 
  Grouted Micropiles
  Helical Micropiles
  Underpinning
 
  Pit Underpinning
  Micropile Underpinning
  Rock Anchors
 
  Mat Footing Uplift
  Drilled Pier Uplift
  Dewatering
 
  Construction Dewatering
   
 
Underpinning
 
Pit Underpinning
Traditional pit underpinning is often used when excavation must be made beneath shallow foundation. This method of underpinning is most often utilized when shallow foundation experience unacceptable levels of settlement, or if an expansion or renovation to an existing structure requires excavation below the bearing surface of the existing foundation.

Typically, a pit is excavated directly beneath a portion of an existing footing to the depth of the new bearing surface. The pit is then filled with concrete and dry-packed. Once this process is repeated under the remaining portions of the footing, the underpinning is complete for that foundation.
 
Micropile Underpinning
If an existing foundation must have its bearing elevation lowered by a large amount, micropile underpinning may be more efficient than a deep, excavated pit. The advantage of this type of underpinning is that it may be accomplished prior to excavation and the versatility of the micropile allows for several load-transfer options.