Pont de Molins 68, Madrid, Spain



The soil was treated to improve the surface supporting the foundation of the 16 residential bays, accomplished by injecting grout with bentonite via drilling, and installation of sleeve tubes with valve closing pressures of 3 to 5 kg/cm2.

This underpinning was carried out with continuous monitoring of detected movements, with limits of interruption of the injection of ± 0.5 mm. In the treatment of tubecleaning slurries, impermeable decantation trenches were provided, which were collected in conventional containers after their solidification.

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