Miami-Dade County, Florida, 2011 – 2013 The Miami-Dade County Water and Sewer Department required an aging sewage line under the Government Cut, a channel between
A pilot grouting program to assess the feasibility of the construction of a tailings dam.
Two high velocity water flows (both in excess of 20,000 liter per minute) through fissured limestone beneath a concrete hydro dam, were successfully stopped with bitumen grouting techniques in hours.
A pilot hole hit water in zones not amenable to regular or microfine cement based suspension grout at a depth of approximately 400 metres below surface. Inflows as high as 100 liters per second were encountered…
Quick turnaround for grout curtain through rock not amenable to regular or microfine based cement grout.
A grouting program to rehabilitate a dam constructed in the early 1900’s…