Module 38: Shear Strength of soil

Shear strength of soil, Introduction and concepts, Mohr-Coulomb failure analysis
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[@dilluss2239]

Finally found an iit course which isn't boring.....

[@konchokpenzila564]

extremely helpful Sir...thank you so much

[@rohitraibhatt]

best teacher

[@aashuaashu9603]

amazing

[@patelvastralaya]

thankyou sir

[@civilianpartyy4199]

I have a doubt.
1 mohr circle is drawn for a soil sample or for 1 plane of failure

[@kanishk5677]

thanks sir please more problem upload

[@humam6776]

Why c (cohesion)for normally consolidated clay is zero

[@joymukherjee5786]

Vai occ is 0 in cu uu cd tests....

[@debonilsaha5164]

bec in normally consolidated clay the particles are loose and there is very less interlocking btw the particles so the cohesive (force btw same type of particles) is very less or considered zero

[@koushikipal8776]

equinox 21 thanks

[@Aman-bq2ec]

the value of c is zero for cohessionless soil i.e sand

[@wether1658]

Hi is there a way to communicate with you?