Helical Tieback Anchors – NH Art Institue
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Problem:
An earth support system was required for a twenty-five foot excavation along a property line. Site access was limited and heavy equipment could not access the work area.
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Solution:
Engineered Foundation Technologies LLC successfully designed
the helical anchors for the soldier pile and
lagging system. Forty kip anchors were achieved
using a twenty foot long tieback embedded
into medium dense sands. Each anchor was proof
tested and several were performance tested
as well. Each helical tieback successfully
held the required loads without excessive
movement.
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