I applied a strip load to my wall design in Prosheet using the Boussinesq loading option. Comparing the results with CWALSHT, I noticed that Prosheet produced an embedment 50% longer than CWALSHT results and a maximum moment more than 3 times that calculated by CWALSHT. I did some research and...
I have some confusion over how to apply these load conditions appropriately when designing a sheet pile wall. As I understand it, a drained soil condition assumes there is no pore pressure behind the wall and total unit weight values are used. The location of the water table is not needed. In...
I've done some straight forward sheet pile design in the past for bulkhead and shoring applications using CWALSHT. I have looked for a safe place to download this software online and cannot find it. My question is:
(1) Does anyone know how I can go about getting a hold of this program?
(2) Or...
