1. Positioning of the tube and construction of a water-tight gravel plug at the bottom of the casing preventing soil and/or water from entering it.
2. Bottom driving on the plug using an internal hammer. This operation causes the casing to compress the soil strata by lateral displacement.
3. Expulsion of the plug at the installation depth of the pile and insertion of dry concrete for the formation of the cast-in-situ (over)expanded base.
4. Lowering of the reinforcement before continuing the concreting phase
5. Concreting of the shaft
6. Withdrawal and recovery of the driving tube.
• Optimal geotechnical behaviour
• Designed to safely withstand very high tensile and compressive forces
• To reduce the part of the pile to be cut off, the execution of non-concreted lengths is possible
• Industrial projects and infrastructural works.
• No soil removal (soil displacement pile)
• Limited vibrations since driving is done with an internal free-fall hammer
• Limited noise pollution since driving is performed with an internal free-fall hammer
• A stable, dry and flat work platform is required.