Community Tip - Visit the PTCooler (the community lounge) to get to know your fellow community members and check out some of Dale's Friday Humor posts! X
Chapter 8: Earth Retaining Structures, Part 3
Description:
This application computes net pressures on the bulkhead, required depth of embedment of the sheet piles, maximum bending moment and the bending moment at the tie rod anchor point, the total active soil and water pressure, the net passive earth pressure reaction, and the tie rod anchor force using the "free earth" method.
Next: Chapter 9, Part 1Previous: Chapter 8, Part 2