We are a small general civil & structural design firm. We frequently receive requests to design minor modifications to all sorts of building types. We have typically shied away from jobs that involve any type of work on PT slabs. The thought being, that if some mishap should occur if a tendon...
I am just completing a sheet pile design for shoring an excavation. I am quite satisfied with the design, except for analyzing the potential for a quick condition at the toe. In practical terms I have dealt with the issue by requiring dewatering to a depth that I am comfortable will prevent...
