|
Soldier Pile Wall
|
|
Source：Internet Author：Unknow Pubdate：2008-12-13
|
|
Doug28450 (Structural)
17 Oct 08 12:31
I'm looking for references for the design of a soldier pile retaining wall.
Any help is appreciated.
msquared48 (Structural)
17 Oct 08 19:52
Simplistically, it's just an elaborate pole footing. Mike McCann
MMC Engineering
RonRoberts (Structural)
21 Oct 08 20:13
Doug,
You might want to contact CivilTech Software http://www.civiltechsoftware.com/ and see if they will send you their Users Manual for CT Shoring.
Chapter 7B Calculation Method of their users manual explains it a bit.
As I recall, if you use the Free Earth Support Method for a cantilever soldier pile wall you end up with a polynomial of some degree that is a pain in the butt to solve unless you use something like "Solver" in Microsoft Excel to get a solution to converge. 字串4
BigH (Geotechnical)
21 Oct 08 22:07
http://www.dot.ca.gov/hq/esc/construction/Manuals/OSCCompleteManuals/TrenchingandShoringManualRev12.pdf
Check the Bookmark Section for Soldier Pile Systems
RVSWA (Structural)
22 Oct 08 2:06
BigH has put you in touch with an excellent resource. That section includes a great deal of useful information, start there... You can always come back with more specific questions.
A few bits of misc information and or questions:
-Somewhere I read that cantilevered soldier pile walls reach their most efficient use at around 15'.
-Our region has a Ss~= 0.5 and we generally get an inverted triangular distribution equivalent to 7H.
-UBC used to clearly limit the minimum web and flange dimensions allowed. I haven't found anything like it since so I try to stick to the H pile sections unless it is temporary and for construction only. 字串8
Good Luck
（Click：）
|
| Previous：Slab on Grade for a Water Tank Next：soil lateral surchage pressure |
|
[ Add TO Favorites]
[TOP] [PRINT]
[CLOCE WINDOWS] |
|
|
|
