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does anyone know of a good way of estimating Ecomposite for a steel pipe pile w/no internal rebar? logic says it should be greater than 29,000 ksi, but Ecomp calculation of ( A(steel pipe) * E(steel pipe) + A (concrete) * E (concrete) )/ A total, yields way to low of values. any opinions?

Unfortunately, this problem is not easily dealt with. I would recommend hiring a remedial engineering firm to perform a full environmental site assessment to delineate the extent of the oil plume. With all the underground structures in the area it seems that excavation doesn't look like an...

I'm not exactly sure what you mean by "damaged". If you mean has the soil properties changed for the worst. well, if that's the case, the answer could be yes and no. If the flood conditions are a freak one time event then it most likely could temporarily weaken the soil, and if we're...