CE 326 Mod 12.9b Triaxial Shear Test

CE 326 webcast on triaxial shear testing; Section 11.9

[alideep]

I live where the Triaxial stress is so expensive and the university never turned the device on or fully explain how things go during the test, I can't thank you enough for this outstanding explanation.

[robertplautz]

it is hard to find videos of this quality: clear sharp narration, easy-to-understand, detailed explanation, amazing graphical (visual) presentation. thank you so much!

[rafiullahqallander]

Dear Professor Kitch, Thank you so much for such incredible explanation; you saved my life :)

[mtalhad]

Thank you so much for your simplified and on the point explanations. I tried a lot of text books but everything was a bit complicated, for me. Your voice is clear and slides are well made.👍🏾

[simonnguyen]

whoever gave this a thumbs down must be CRAZY! Being able to see a visual representation of what is happening on the graph while the test is being conducted is what makes this such an effective video. I look forward to viewing your other videos CHEERS!

[ГеоргийЛохматиков]

Thanks for your video! Its clearly observed misbeliefs of foreign geotechnical engineering based on outdated Therzagi's theory. Very helpful for my students.

[meaghanmacquarrie]

Thank you for this video. You have helped me develop a better understand on concepts I have struggled to learn. This is one of the best videos I have come across. I especially liked the corresponding mohr-circle diagram to triaxial type test! Thank you!!!

[debangsu]

SUCH A SIMPLE AND TO THE POINT EXPLANATION OF CU, UU, CD TESTS

[VikashKumar-vlhv]

excellent video, one of the best study tutorial video i have gone through. thanks a lot sir

[contacttaimur]

Many thanks. This video was really helpful. And its like The Godfather, I watched it 3 times and still enjoyed it.

[SauravKumar-icly]

Thank you so much for this video, such an amazing way of explanation.

[gildanibarcentti]

Excellent explanation! Love your ending :)

[riccardocandeago]

Thank you! This will help me with my geotechnics exam :)

[aveenaaspaudel]

In 13:55, you said that effective stress is greater than total stress, but in other books and videos, pore water is positive and it gets subtracted from total stress.

[eatedalalqusaireen]

Very helpful.
Could you give practical examples when to use each

[omkardhamane]

Thank you so much for this video....I was very confused about this topic

[JamanMonir]

absolutely great tutorial or lecture. helpful for anyone who was in doubt like me. Thanks by the way

[sayantanmunshi]

Detailed presentation should be like this. Thank You Sir

[cr_love_passion]

In Consolidated-Undrained Test,
Why negative pore pressure is developed ? Why not positive pore pressure ?

[rajatkushwaha]

for consolidated undrained test of normally consolidated clays in my textbook ....effective stress mohr circle is depicted by solid lines while total stress circles are by dashed lines also total stress circles are shifting right to the effective stress circles effective stress are less than corresponding total am confused.