Soldier Piles on sloped ground
Soldier Piles on sloped ground
(OP)
I got a new design that I have not come acrossed yet before. The client wants a soldier pile system to temp shore an access path for construction vehicles into a already graded excavation site. The slope of the already graded site is 1.5:1 (H:V). The exposed shored wall is already at 10' high but the resistant soil is sloping 1.5:1 away from the face of the shoring. See attached photo for clarification. My question is how much soil do I need as resistant soil. Calculate enough to counter the force? I have a feeling this will be 20'+ leaving the entire soldier beam as 30'+ long. What are your thoughts?
http://f iles.engin eering.com /getfile.a spx?folder =41ae8f88- 98dd-4a63- 9fd5-9ab12 4d6a06a&am p;file=sho ring_2.pdf
http:/ /files.eng ineering.c om/getfile .aspx?fold er=68288f5 9-d0a6-4bc c-91b0-56d 1b87b7844& amp;file=s horing.pdf
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RE: Soldier Piles on sloped ground
This link is for retaining walls. You should be able to adapt it to your needs.
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Mike Lambert
RE: Soldier Piles on sloped ground
RE: Soldier Piles on sloped ground
RE: Soldier Piles on sloped ground
RE: Soldier Piles on sloped ground
RE: Soldier Piles on sloped ground
Mike McCann
MMC Engineering
http://mmcengineering.tripod.com
RE: Soldier Piles on sloped ground
Thanks.
EIT
RE: Soldier Piles on sloped ground
RE: Soldier Piles on sloped ground
EIT