I am trying to show that corrosion protection is not needed for a foundation design and I am looking for a corrosive environment definition or guidelines according to ACI or NJDOT (the project is is NJ). Soil testing was conducted for resistivity, pH, and chloride and sulfide content. The...
I am running an LPile analysis for a circular micro-caisson with one reinforcing bar running down the middle. The purpose of the analysis is to verify that the caissons will pass field lateral load tests. Since this particular configuration is not one of the nine cross sectional shapes that...
I am trying to size spread footings for an overhead 15-ton crane inside a warehouse building. I have an allowable bearing capacity based on the geotech investigation. I have live loads (vertical load on the order of 40 kips with around a 40 kip-ft moment) and the following statement from the...
