ABE Enterprises - Rock Anchor, Rock Ancors, Mat Footing Uplift, Drilled Pier Uplift
  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
   
 
Rock Anchors
 
Mat Footing Uplift
When highly loaded structures bear on shallow rock, a mat foundation is often used. These mat foundations also sometimes carry uplift requirements. Grouted anchors drilled from the bearing surface into the rock and cast integral with the mat is an efficient solution to this problem.  
 
Drilled Pier Uplift
Design of drilled piers sometime requires rock anchors extending below the pier tip into bedrock for uplift capacity. This can be accomplished either during construction or after construction of the drilled pier as a retrofit. These anchors are grouted with reinforcing steel. Grout to rock bond provides the required uplift capacity.