Does anyone have a graph or data showing a typical OCR vs Depth for Chicago Clays or Great Lakes clays? I need to estimate OCR values to check settlement for a conduit under a proposed embankment.
I have a 3'10" diamater secant pile with a W27x84 soldier pile spaced everyother pile (6.25'). The compressive strength of the concrete is 4 ksi.How can I determine the composite bending capacity of the the secant pile? I am currently exceeding the bending moment of the wide flange and need to...
I have a 3'10" diamater secant pile with a W27x84 soldier pile spaced everyother pile (6.25'). The compressive strength of the concrete is 4 ksi.
How can I determine the composite bending capacity of the the secant pile? I am currently exceeding the bending moment of the wide flange and need to...
Im having trouble finding a photo of an excavation base failure in clay (basal heave). Preferrably, one that shows failure of a braced steel sheetpile SOE system.Anyone have any pictures of one?
I have an 84 inch diam. conveyance pipe going into a 4 foot wide tank slurry wall that I need to design a restraint system for. The pipe has a calculated 145 kip thrust that needs to be balanced by the slurry wall. I am looking for some design examples of how to do this. Any help would be great.
I have a 84 inch diam. conveyance pipe that will be going through a slurry wall. The pipe is putting a force of 145 kips on the wall. I need to come up with a design that will distribute this load. The force must be disperesed through the wall since the pipe is conecting to some flexible piping.
I have a horizontal steel pipe burried underneath a box culvert with two wood piles resting between the box culvert and the 60" dia. steel pipe. I have computed the loads and determined that each pile applies 10.6 kips on the pipe. The two piles are spaced 14 ft c/c and I am assuming that the...
