July/August 2024 - 19
Teeth marks left from the Cat 349E
excavator's bucket were indicative of the
effort required to excavate the dense
glacial till.
Near vertical excavation
along north addition of
B Wing
excavation, thin lenses of sand were exposed and produced a
small but noticeable volume of water. Strips of drainage panel
were installed on a 5 ft (1.5 m) spacing to prevent water
pressure from building up on the backside of the soil nail wall.
It is noteworthy to mention that during the winter months
many landfills shut down their intake operations. As a result,
the site contractor had a very difficult time finding landfills to
take the excavated soil. Needing a place to put the excavated
soil, large stockpiles grew in the middle of the site, taking up
valuable working space and limited the area of soil nail wall
that could be exposed on a given shift.
Alan Watka, P.E., BC.GE, is director of earth retention for Hub
Foundation Co. based in Chelmsford, Massachusetts.
Paul Deterling, P.E., is chief engineer with Keller North America,
and president of Earthwork Engineering during this project.
DEEP FOUNDATIONS * JULY/AUG 2024 * 19
https://www.fugro.com/loadtest
July/August 2024
Table of Contents for the Digital Edition of July/August 2024
TOC
July/August 2024 - Intro
July/August 2024 - 1
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July/August 2024 - TOC
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