Reinforcing wall in a deep excavation site

E - Fixed Constructions – 02 – D

Patent

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E02D 5/22 (2006.01) E02D 5/24 (2006.01) E02D 5/36 (2006.01) E02D 5/50 (2006.01) E02D 5/54 (2006.01) E02D 17/04 (2006.01) E02D 27/10 (2006.01)

Patent

CA 2496280

A reinforcing wall in a deep exaction site is made using a reinforcing pile comprising a length of strong pipe, and one or more channels extending across said pipe for receiving tieback anchors so as to permit said pipes to be anchored into ground behind said pipes when installed in an upstanding position in vertical holes in the ground by driving said tieback anchors through said channels. The wall is made by drilling a row of holes along an edge of said deep excavation site, inserting upstanding piles in at least some of said holes, pouring cementitious material into said holes around said piles to form upstanding soldier piles, excavating material from said excavation site to expose said upstanding soldier piles on one side thereof, driving tieback anchors through said channels into ground behind said upstanding soldier piles and forming said reinforcing wall with said exposed upstanding soldier piles.

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