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104 Aeroton Road, Aeroton Ext. 2
Johannesburg.

P.O. Box 38041, Booysens, 2016
Gauteng, South Africa.

Tel: 011 226-8400
Fax: +27 11 494-1604

Mozambique:
279, Rua Dar Es Salaam, Maputo,

Tel : +258 21 493 392
Fax: +258 21 493 393

Zambia:
Plot 1329, Independence Avenue, Kitwe

Tel: +260 212 213 377
Fax: +260 212 218 833


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Railway work

Foundations

Gautrain Project
South Africa

Client : Gauteng Provincial Government
Lead Contractor : Bombela Civils Joint Venture (bouygues Tp, Bombardier, Murray And Roberts Jv)
Subcontractor : Dura Soletanche Bachy
Work Duration : February 2008 To June 2009
 

Main Quantities

  • 76 X 900 TO 1,300 mm diameter piles
  • 991 linear metres drilled in unconsolidated ground
  • 681m drilled in rock formations (boulders and various obstructions, pinnacle, slopes, bedrock
  • 2,287m3 of concrete poured
  • 420 tonnes of steel installed


Large diameter piles in dolomite for the foundations of a railway viaduct

Gautrain is a high-speed train project (80 kilometres – including 15 underground) between Johannesburg and Pretoria, built by the Bombela Civil Works Joint Venture. Dura Soletanche Bachy has been awarded the foundations subcontract for 13 piers of a viaduct located in the north of Centurion. The contract involves 76 large diameter piles anchored in dolomitic rock.

Geology
Ground conditions in the dolomitic area located to the north of Centurion are extremely heterogeneous and in places, the dolomite substrate has a pinnacle morphology: pinnacles are very irregular columns that can be more than 50m in height. This substrate is covered with heavily weathered ground comprising boulders and voids. The risk of void formation is very serious and capable of generating major subsidence.

Preliminary boreholds
A preliminary site investigation was carried out between October 2006 and May 2007. Up to 5 drilling rigs were mobilized to carry out approximately 450 boreholes (up to 5 boreholes for the same pile). The aim of these preliminary surveys consisted in optimizing the type of foundation required for each pier and, for those built on piles, the position and length of these piles.

Piles anchored in the rock
The foundation slab that bears each pier is founded on 1,300mm diameter piles drilled and anchored into sound rock. Pile depths ranges from 20 to 50 m with various anchoring lengths for the same pillar. All piles are equipped with sonic and coring tubes which are used to check pile quality and, subsequently, to ensure good contact is made between the concreted base of the pile and sound rock.

Drilling
The equipment used includes a BG 36 drilling rig capable of applying a 40 tonnes force and reaching a rotary torque of 36 tonnes-metres. The pile drilling rig is equipped with several types of drilling tools used according to the conditions encountered (progressive rock auger, classic corers, various buckets). In the case of rock that has a hardness of up to 600MPa, a coring tool is used. This is a tungsten tipped coring tool with rotary cone cutters and bearings that travels over the rock surface and cuts by crushing and grinding on the pile perimeter.
The pile is bored inside a casing oscilated into position (1.5m in diameter). Once the casing is in place and drilling is completed, the reinforcement cage is lowered into position and the pile cast in concrete.

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