Soldier PIles To Retain Water
Soldier PIles To Retain Water
(OP)
Initially we were going to use a Floodwall to retain water, but due to limited easment, we are planning to use another design to contain water.
I was looking at soldier piles with concrete laging, etc. to retain water.
I appreciate your advice on what reference I can use to design these solider piles with concrete laging and your suggestions.
THANKS
I was looking at soldier piles with concrete laging, etc. to retain water.
I appreciate your advice on what reference I can use to design these solider piles with concrete laging and your suggestions.
THANKS






RE: Soldier PIles To Retain Water
RE: Soldier PIles To Retain Water
THANKS
RE: Soldier PIles To Retain Water
RE: Soldier PIles To Retain Water
THANKS
RE: Soldier PIles To Retain Water
Try any of these sites. Also, almost any soil mechanics/geltechnical/foundation text books have information on sheet piling.
http://www.pilebuck.com/
http://www.pz27.com/
www.skylinesteel.com
http://www.slideruleera.net/USSteelExtracts.pdf
http://www.pilepro.com/
http://www.vulcanhammer.net/download/dm7_01.pdf
http://www.vulcanhammer.net/download/dm7_02.pdf
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http://www.vulcanhammer.net/download/retaining.php
20 feet is a relatively high sheet pile wall to be cantilevered, with or without king piles, especially because you are supporting the base of the wall with buoyant soil which provides reduced passive resistance. This wall may need some type of support from tieback anchors or tie rods and deadman. What you are trying to design is more like a waterfront bulkhead than a channel wall.
RE: Soldier PIles To Retain Water