| 摘要 |
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 f or 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 fo rm 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 wal l with said exposed upstanding soldier piles.
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