Milwaukee Tunnel Grouting, Milwaukee, Wisconsin
A hot bitumen grouting operation to stabilise and stop an inflow of soil in a tunnel…
A hot bitumen grouting operation to stabilise and stop an inflow of soil in a tunnel…
ECO’s amenability theory was extensively used to supress costs…
A pre-excavation program was designed to tunnel beneath an active CP Rail track…
Hot bitumen injection, in conjunction with regular cement based suspension grouts, was employed to stop a major tailings flow, which peaked at approximately 7,000 l/sec (111,000 US GPM).
Piping below large primary clarifiers was replaced by sinking shafts in silty soils below the water table. No dewatering was allowed. A multiple pass soil grouting program created a stable, low permeability conglomerate through which the shafts were excavated.
Man accessible, leaking concrete sewer joints, located below the water table beneath a roadway triggered an internal soil erosion process resulting in the formation of major sinkholes that posed danger to local traffic. An immediate remedy was necessary to restore safety to the public and provide extended life to the sewer system