Commonly, the micropile shaft is either driven or drilled into situation. Some sort of bearing factor must be made if the specified pile ability can not be reached in stop bearing and aspect friction together the pipe. This might entail drilling a rock socket, filling it with grout, and setting up a full size, higher-strength threaded bar In case the idea is roofed in rock.

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Generally put in with a small-bore drilling rig employing a duplex drilling technique with drill rod and drill bits or maybe a down-gap hammer.

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Capacities vary with regards to the micropile measurement and subsurface profile but compressive capacities of in excess of five hundred tons happen to be attained.