Michael Duncan ? I have his book, he did a parametric study on undrained shear strength but nothing on effective cohesion and friction angle. The problem I'm having is that I don't know what value to use for effective cohesion when I'm varying my friction and vice versa ? cos i cant really do a...
well my supervisor thinks I should look at the effect of cohesion. He wants me to do a parametric study by varying cohesion and carry out analysis on short term and long term stability. Looking at my title, I think I should also look at the effect of varying friction angle. what do you think...
I was just wondering if any 1 can help me with this, I'm doing final year project on this title "cohesive and cohesion less soils and their stability performance in slopes; an analysis and comparison". I just wanted to know how would you guys go about doing this project, what variable would vary etc
