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- Twin Line Grout Pump
- Holes were drilled to insert packers.
- Gap was grouted with a high strength (40MPa) 2-component polyurethane water tolerant resin grout.
- Shear connectors were installed above and below the cracked portion.
- Additional steel was added to strengthen the broken portion as well as to transfer the load across the weaken section.
- All steel bars wer primed with tar epoxy,
- HDPE permanent forms customed made for grouting to form new pile.
- Gaps grouted with hydraulic cementitious non shrink grout.
- After grouting.