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.
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
I don't know how to express my gratitude dear professor 💚
You are the best geotechnical teacher I have ever seen 🤩
thank you mr Kitch. very interactive
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.
Thank you Professor:)
thank you sir, very interactive
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