Thank you for sharing your excellent lectures. There is very little content available relating to geotechnical engineering which is as approachable in its presentation, yet so through in its explanation.
you saida at 29:15 "as long as you are within the yield surface you are on the UR line" Does that implies that at the same time you reach the yield surface you will reach the UR line?
hi thanks for this video, just one question : why the critical state line always crosses the origin in the cam clay model? the cohesion of the soil is not taken into account with this model? thanks
Hello Dr. Franke that you very much for this wonderful lectures, going through your elementary mechanics playlist first, I noticed that lecture 22 was missing, could you please upload this. In addition, on this playlist some of the lectures are missing. I hope you respond to this it is extremely difficult to find a professor that has explanations as concise and easy to follow as yours. Hope this message reaches you.
Thank you for the very useful videos! just regarding rule number 4 how it comes that the sample may contract or dilate and no changes to the void ratio will happen? for example; dilation means the (e) will increase !?
Thank you for sharing your excellent lectures. There is very little content available relating to geotechnical engineering which is as approachable in its presentation, yet so through in its explanation.
That's really amazing. Thanks ❤
thank you for the lectures
Thanks for extremely useful content, better explanation than in City uni London
such a great video. Thanks a lot
Thanks for sharing your knowledge.
Amazing video on CSM, thank you so much !
I can't see the third part of this video anymore, and I would really like to watch, is there a way?
you saida at 29:15 "as long as you are within the yield surface you are on the UR line" Does that implies that at the same time you reach the yield surface you will reach the UR line?
hi thanks for this video, just one question : why the critical state line always crosses the origin in the cam clay model? the cohesion of the soil is not taken into account with this model? thanks
Does most of the change in void ratio occur along the failure shear band for heavily overconsolidated clays?
Sir,
Could you kindly upload again the following lectures those are missing from UA-cam?
CEEN 641,
Lesson 1,
Lessons 4 to 10,
Lessons 12 to 13,
What are the direct practical applications of this?
Hello Dr. Franke that you very much for this wonderful lectures, going through your elementary mechanics playlist first, I noticed that lecture 22 was missing, could you please upload this. In addition, on this playlist some of the lectures are missing. I hope you respond to this it is extremely difficult to find a professor that has explanations as concise and easy to follow as yours. Hope this message reaches you.
Thank you for the very useful videos! just regarding rule number 4 how it comes that the sample may contract or dilate and no changes to the void ratio will happen? for example; dilation means the (e) will increase !?
Amazing video on CSM, thank you !!!!!