Micropiles as shoring for excavation

Does anyone have experience using micropiles as shoring for an excavation? What are the specifications needed to design such a system? The excavation is 4m deep within medium stiff silty clay (SPT N between 10 to 14) and groundwater at about 2m from ground surface.

Asked 13/07/2006 10:33, updated: 12/06/2013 12:43

• Kshitija Nadgouda
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Kshitija Nadgouda