Hello,
I am working on a project where we are looking to construct a dam with rockfill shell over normally consolidated silty clay material.
Preliminary seepage modeling indicates locations have hydraulic gradients up to 0.4-0.45, however we were looking to have all values below 0.3.
Is...
I was reviewing some data from a recent site investigation program and noticed that the calculated undrained shear strength for our lakebed sediment is giving us values 10-20x the readings of our vane data from the same unit. We have completed 15 holes and have found the same results at various...
