I posted this in Foundation Engineering, but I'll ask here also.
During CPT testing on a current project, the cone was stopped and the pore water pressure was allowed to drop. This was done for several intervals within the clay layer (prone to settlement) in question.
Results were given on a...
During CPT testing on a current project, the cone was stopped and the pore water pressure was allowed to drop. This was done for several intervals within the clay layer (prone to settlement) in question.
Results were given on a plot with pwp on the y axis and time on the x axis. The resulting...