I don't know how to express my gratitude dear professor 💚 You are the best geotechnical teacher I have ever seen 🤩
@R8rozum
4 жыл бұрын
This video is exactly what I need for my diploma thesis :D Thank you. I wanna use it for our technicians to determinate an angle of friction of bulk alternative fuels on customers plants.
@scientificresearch1400
4 жыл бұрын
Thank you Professor:)
@ayoubsari628
4 жыл бұрын
thank you sir, very interactive
@teebamohammad7142
4 жыл бұрын
I think in the second test {for the silty soil} if we passed line on last three points because there are in the regular shap and on straight line we were arriving in the same result for the first test ' value of cu' =0 and value of friction angle =or more than 36 because the nature of silty soil is not similar to the nature of clay that my opinion and I respect your opinion and thank you for this simple method of shear test and I am sorry for my English language because I am from lraq I hope I get on more videos thanks
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