How to determine the angle of shear resistance and also the specific direction of the shear stresses ? Is it from the trixial shear test or we should assume?
In many textbook examples as the one in this video, we are given such stresses and asked to draw a circle. It is possible to obtain the vertical and horizontal stresses from a triaxial test, or it can be measured in the field or estimated based on soil properties. We often use Mohr circles to analyse the results from a triaxial tests.
Good and useful. Just find a solution to the text which covers the drawings. Good to place it under the drawings so that viewers can study them closely. Thnks
The explanation is okay though advise to show what’s being said by practically doing it on a graph, cause all you’ve done is explain what’s in a textbook 🤷🏾♂️
That's the best explanation i've seen thank you
you saved my life! 😂thank you
VERY HELPFUL
Thanks!
this has been
helpful
Thank you so much po!
Thanks
Thankyou ❤️
How to determine the angle of shear resistance and also the specific direction of the shear stresses ? Is it from the trixial shear test or we should assume?
In many textbook examples as the one in this video, we are given such stresses and asked to draw a circle. It is possible to obtain the vertical and horizontal stresses from a triaxial test, or it can be measured in the field or estimated based on soil properties. We often use Mohr circles to analyse the results from a triaxial tests.
so the angle inside , for example 65°, its not goona change something in my results?
Good and useful.
Just find a solution to the text which covers the drawings.
Good to place it under the drawings so that viewers can study them closely.
Thnks
in another way, Radius to be equal (sigma_x-sigma_y)/2
The explanation is okay though advise to show what’s being said by practically doing it on a graph, cause all you’ve done is explain what’s in a textbook 🤷🏾♂️