I think while calculating factor of safety, resisting force should be multiplied by angle of internal friction plus cohesion to get Shear strength of the soil.
As you told us, when the water table goes higher, the normal force will be less due to pore pressure. My question is, does that driving force also become less?
I'm interested in engineering but I haven't gotten to the point of actually studying this kind of material. I may never need to use this exact information, but it's incredibly interesting.
I want to ask a question.I have calculated Fs from Michalowski’s (2002) 1.875 and I have calculated Fs=2.047 from slope stability program.What is the reason of this difference?
I have never seen any one who makes it easier to learn like that one here.
solved my slope at the UG coal mine ! easy to understand and quick ! thanks
good illustrations and easy to follow and understanda. Keep it up
Thank you for such a clear explanation.
very clear explanation…love it
great video! so easy to understand.
I think while calculating factor of safety, resisting force should be multiplied by angle of internal friction plus cohesion to get Shear strength of the soil.
As you told us, when the water table goes higher, the normal force will be less due to pore pressure. My question is, does that driving force also become less?
I'm interested in engineering but I haven't gotten to the point of actually studying this kind of material. I may never need to use this exact information, but it's incredibly interesting.
wow understood this like a peace of cake. what have i been doing in university back then
Very nice presentation, thanks. :)
I want to ask a question.I have calculated Fs from Michalowski’s (2002) 1.875 and I have calculated Fs=2.047 from slope stability program.What is the reason of this difference?
Excellent.
super video , normal person also understand this one
well done
What is this method called?
this is wrong .