I am working on a 40-srory building in Miami, Florida. The building is going to be supported on 30-inch 650 tons augecast piles. Total settlement of the building is of the order of 3 to 4 inches. The structural engineer is asking me to provide vertical and horizontal spring constants? How can...
I need to start a soils lab and I need to put a Business Plan togetehr for investors. Could anyone recommed a book to follow or does anyone has a guide I can folow? Thanks