Elandsrand Gold Mine – Carletonville, RSA

In 1979, the sinking operation of the M/M shaft was delayed due to excessive high volume water ingress at pressures exceeding 700 psi (about 50 bar). Grouting of this shaft was the first high pressure underground water ingress problem solved with Scem66 (now known as NOH2O). All major leaks in the shaft lining were successfully grouted using 10 mm hydraulic injectors. The shaft was inspected 10 month later, and there were no signs of deterioration or leakage in the areas treated.


Vaal Reefs, No. 9 Shaft – North West, RSA

The shaft was sunk through 236 m of Transvaal Dolomite Formation. No pre-grouting was undertaken from surface, and pilot drilling and cement grouting from shaft bottom during sinking did not stop the serious inflow of water. In 1981 two badly fractured areas were identified at depths of 50-53 meters and 120-125 meters below the collar. Scem66 was used and a well-planned grouting operation carried out. Inflow was cut from 220,000 liters per day to 20,000 liters per day – better than 89% improvement. The shaft was inspected again in June 1984, and it was gratifying to assess the efficacy of the Scem66 system as the shaft barrel was now completely dry.

Underground storage dams were sealed at the No. 8 and No. 9 shafts.


Monktonhall Colliery – Midlothian County, Scotland

A large network of flooded and abandoned workings were causing a rise in ground water levels and leaking into the operating section of Monktonhall Colliery. An extensive cement grouting program was tried but failed to stop the increasing inflows. Some 220 tons of cement were used during a period of nearly one year.

No. 1 Shaft. By June 1988 the water make in the shaft interval 0-1015 feet was 2,880 liters per minute and increasing quickly. It was then decided to apply Scem66 in an effort to reduce the water make to 450 liters per minute. Grouting started on June 7 and by July 21 the water make from this same shaft interval had been reduced by 96% to 104 liters per minute using 15,000 liters of Scem66.

No. 2 Shaft. Following the successful sealing of the No. 1 Shaft, it was decided to treat the No. 2 Shaft. Because of their proximity, the water make from the No. 2 Shaft had already decreased from grouting of the No. 1 Shaft. When work commenced on August 29, 1988 water inflow in the shaft interval 0-986 feet was 785 liters per minute. After Scem66 grouting, the water make from the same shaft interval was reduced by 85% to 110 liters per minute by October 13, 1988. Additional work was then undertaken in the shaft interval 1000-1400 feet where inflows were also reduced from 188 liters per minute to 47 liters per minute.


Broken Hill – NSW, Australia

Broken Hill No. 5 Ventilation Shaft. During sinking of a new shaft, water entered the pilot hole at 300 liters per minute, despite a major cement grouting program from surface. Reaming of the pilot hole to 6.5 meters increased the flow to 850 liters per minute. In-shaft grouting with Scem66 during 1990 reduced the shaft water make to 15 liters per minute.

Broken Hill Raise Bore Holes. The ingress of water into two 2.4-meter diameter raise bore holes (one each used for transport and ventilation) was reduced using Scem66 from 60 liters per minute to less than 5 liters per minute in one shaft and from 120 liters per minute to less than 20 liters per minute in the other.


Scuddles (Golden Grove) Mine – Western Australia

The 350-meter deep Northern Up-Cast Shaft of this mine was raise bored to 4.1 meters diameter and, at time of completion, registered 1536 liters per minute of water ingress. Apart from excessive pumping costs, this large volume in the shaft decreased fan efficiency and caused problems with water spray onto surface electrical power stations and surrounding vegetation. It was critical to eliminate airborne water in the shaft that would become entrained in the up-cast airflow.

Geological investigations suggested that water was entering the shaft in two zones (145 meter and 179 meter depths) and that it was unlikely that water inflows would be encountered at depths greater than 200 meters. Scem66 was applied from a 2 deck stage suspended from an air winch capable of descending to a 200 meter depth. Shaft inspection revealed water ingress was from both vertical and horizontal cracks and fissures.

Water sealing by drilling and injecting was systematically carried out from the 114 meter level downward. Within one week all the airborne water was eliminated and measurement in the shaft at the 200 meter depth showed residual water make of 75 liters per minute. Additional measurements at a V-notch weir at the base of the shaft indicated water make of 335 liters per minute, indicating that leakage was occurring below the 200 meter depth.

Some six weeks later, readings at the bottom of the shaft indicated water ingress had increased to 970 liters per minute. In December 1992, Sovereign remobilized and inspected the entire shaft. The inspection revealed that the raise boring had intersected an HQ diamond drill hole at the 273 meter depth. The drill hole was discharging more than 600 liters per minute at the time of the inspection. The inspection also revealed that the water table around the shaft had recovered after the first application of Scem66 and the water table was now at a shallower level situated above where grouting had previously occurred.

In June 1993, the top 130 meters of the shaft were lined with reinforced concrete. At that time, the diamond drill hole and other previously untreated water ingress zones were sealed with Scem66. Total shaft water make was reduced to less than 120 liters per minute.


British Coal – Whitemoor Mine – North Yorkshire, England.

Over a period of several weeks, the No. 2 Shaft experienced an increased water make from 90 liters per minute to over 410 liters per minute. Scem66 was used to successfully reduce the total inflow to less than 15 liters per minute.


Northam Platinum Mine – Limpopo, RSA

During November 1988 the sinking crew at No. 1 Shaft reported intersecting water in a pilot hole at 4 level plat development. Attempts to pump cementitious grout via a telescopic packer proved unsuccessful. Drilling of additional pilot holes, together with the grouting program, fractured the surrounding rock so that what was only an intersection in a pilot hole subsequently became a general breakout through numerous fractures in the face and side-wall. Water inflow increased to 850 liters per minute, and water temperature was 55° C which was 2° C higher than the virgin rock temperature in the area.

In view of high hydrostatic pressure (17 MPa), the relatively weak tensile strength of the rock (14 MPa) and proximity to the face, it was decided to install a more remote seal closer to the source of the water. Numerous holes were then drilled into the fracture and grouted, but flow velocities within the water-bearing fractures were simply too high for emplacement of an effective cement grout seal.

During January 1989, Sovereign was contracted to seal the water ingress. Three strategically placed holes were drilled. Dye testing was performed to confirm adequate connection with the water-bearing fractures. Scem66 with activator was injected, and the sealing operation was successfully completed within a single 8-hour shift.


Waterkloof Mine. Samancor. Rustenburg, RSA

Late in 1990, the South-East and South-West 1.83-meter diameter ventilation raise bore holes intersected water at 40 liters per minute and 60 liters per minute, respectively. The water table cone of depression was of concern, because local residences were entirely dependent on groundwater for potable water.

Over a two-week period, the mine unsuccessfully attempted to ring drill and grout by conventional methods. Sovereign mobilized, and sealed the South-West raise bore with Scem66 in two days. Using longer holes to extend through incompetent ground, the South-East raise bore was sealed in four days under adverse conditions with heavy rain and water-logged turf.


Vaal Reefs No. 11 Shaft – North West, RSA

Groundwater in dolomite was intersected from 100 meters to 600 meters depth. At 600 meters, the inflow into the shaft was 624 liters per minute. After 60 days of sealing, the inflow was reduced to 138 liters per minute, allowing normal shaft sinking operations to proceed.

A subsequent contract was awarded to apply Scem66 to some 30 discrete areas of the tunnel where inflows varied between 1080 liters per minute to less than 1 liter per minute. These areas were all successfully treated with Scem66 in 10 shifts.

Home > Projects > Underground Grouting
The Sovereign Group has successfully sealed more than 200 underground grouting projects at mine sites across 5 continents over the past 4 decades.
Underground grouting has been conducted at all types of metalliferous and non-metalliferous mine sites. Underground grouting has been conducted in the form of pre-grouting prior to excavation and post waterproofing / leak mitigation of existing leaking strata formations, structures and aquifers.

Underground grouting of mine and tunnel development, shafts and chambers has been undertaken to protect infrastructure such as crushers, pump stations, vent fans, hoisting steelwork and conveyors etc and in particular is valuable to protect electrical installations.
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