What value of c and phi are appropriate for the material (compacted sand) in an MSE wall? Obviously the sand must have a phi of about 36 degrees. However, when running a global stability analysis, there must be some theoretical c, otherwise the wall cannot stand vertically. I seem to remember...
Does anybody know where I can find Cv values for peat? All the references are vague and only say that primary consolidation should occur rapidly This is a highly fiberous peat from northern IN. Also, I am considering staged construction. Does anybody know of any Cu/p relationships?
In my new condo, the hardword floors are developing cracks between the boards. I want to demonstate that the wood was at an unacceptably high moisture content when installed. How can I do this calculation with wood if I can measure the ratio of strinkage divided by wood width?
