Our Agency has completed very few high mast arm designs, a limiting bearing capacity of 3 ksf is typicaly used, except for those foudations constructed in poor soils I am designing four mast arm foundations using drilled shaft design and FBPIER in combination with LPILE to quantify deformation...
I'm looking for information on how to conduct a preconstruction survey. There are several "tired" foundations nearby our pile driving operation and I would like to limit our liability by taking some photos, video, and measuring some foundation cracks.
We will be monitoring vibrations during...
I am trying to ascertain how much more settlement I can expect along a stretch of highway adjacent to a lake. I have conducted several consolidation tests, UU, and CU tests. The soils range from med. dense fill material (sands and gravels) to highly organic soil as well as some very loose silts...
