New MISFAT unit at the EL FEJJA Technopole
Construction of a retaining wall of adjoining piles over a length of approximately 310 linear metres, designed to support excavations ranging from 4 to 11 metres deep. The adjoining piles, with diameters of 600, 800 and 1000 mm, were executed at depths of between 6 and 15 metres, with a crowning beam ensuring the connection at the head. Mechanical impedance monitoring tests were carried out to guarantee the quality of the piles.
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