Demonstration of dilatancy and contraction of soils during shear
Пікірлер: 39
@LittletoeLaden4 ай бұрын
Thank you !
@mateusmbr13 жыл бұрын
"Aren't soils cool"? hahahah Thanks for the funny and brillant material, teacher! Greetings from UFPR, Curitiba, Brasil :)
@user-yr7fy1cg2u2 ай бұрын
Thank you very much. Wonderful explanation.
@bonbonyang8888 Жыл бұрын
This is the best explaination and demonstration i have seen so far. Thank you a lot.
@janajan28344 жыл бұрын
Thank you so much professor...really a cool demonstration... completely satisfied..You are making geotech more interesting..
@nuhaalzayani4 жыл бұрын
Excellent.. Great Job👏🏻.. will share your videos with my Soil Mechanics students.. Warm Regards from Bahrain, University of Bahrain..🇧🇭
@adanefentie81442 жыл бұрын
a brilliant way of expression 10qu
@AlexLovesToRunn10 ай бұрын
This is just brilliant. Yes, soils are cool! Very helpful for my Saturated Soil Mechanics course.
@stevenwong77152 жыл бұрын
Very good explanation Thanks 😘
@getahunbelegedejene9112 жыл бұрын
Prf....now i truely understand the concept...thank you very much Prf.
@ingGS Жыл бұрын
The bottle experiment is so cool. I am doing it with my students! Thanks for the video.
@wendyliu83094 жыл бұрын
Thank you so much! One 👍 is definitely not enough! Your videos are awesome and helpful!
@ahmedkamla21093 жыл бұрын
Excellent explanation. Thank you!
@tahirmaner29533 жыл бұрын
wow! what an explanation of a difficult concept. Yes you are right. soil is super cool. :)
@aditha004 жыл бұрын
finally understood THANK YOU!!!!
@sohelkazi402 жыл бұрын
love you after 'your love with soil engg', love civil engineering too!
@brajessingh1842 жыл бұрын
That's a very nice explanation, probably the best. Thank you professor
@createtheengineerinyou69213 жыл бұрын
Thanks a lot professor for this superb demonstration. May god bless you will a wonderful life.
@bouguerraabdenacer78444 жыл бұрын
Thank you for your detailed explanation. Very interesting, This explains the relationship with the soil liquefaction phenomenon?
@sanadambordoloi19914 жыл бұрын
Thank you so much for your educative videos on Geotechnical engineering.
@cristobalalvarado15193 жыл бұрын
super cool
@Android-jw1bq3 жыл бұрын
Impressive video, thank you so much!
@anupamjayaraj37802 жыл бұрын
😍very helpful sir
@User-mohammed3773 жыл бұрын
Thank you very much dear Professor
@fanchen35383 жыл бұрын
Why that the shear stress of dense soil drops back finally as their structure turned dense again, but the volume is still getting bigger?
@ajaysehrawat4453 жыл бұрын
really helpful
@TheAncientColossus4 жыл бұрын
That is wild.
@scientificresearch14004 жыл бұрын
thanks sir
@jayj92784 жыл бұрын
wow👌
@jacksonzheng42884 жыл бұрын
Hi Professor, I am a young geotech from Australia and i have been following your channels for years. Could you please talk about more of strain controlled and stress controlled direct shear tests? some textbook only make a touch on these two tests, but never showed any examples.
@shivashankarrajappa300410 ай бұрын
Prof. So nice. Which university do you teach ? with regards Shivashankar
@nimaf9667 Жыл бұрын
Hi One off-topic question; what is water-rich sand and what is the difference between water-rich sand and saturated sand? Thanks in advance.
@teebamohammad71424 жыл бұрын
Very simple explanation thanks but what about grains that broken during applied the shear I think the change in volume of the sample due to not from rearrangement of grains only but also from breaking of grains during loading
@arking12082 жыл бұрын
How do we measure the shear strength in a shear box test?
@MKowalska3 жыл бұрын
Great video - as always 😁. I don't get one thing - you said that you packed the sand well into the bottle - so why only at the top the behaviour is as for a loose soil? Is the critical void ratio somewhere in the middle?
@tiosuke382 жыл бұрын
maybe its because the bottom part is relatively denser due to the burden of the overlying load , as for the top sand part - it is not overlain by any load - thus it is relatively less dense from the bottom part
@sureshchaulagain41432 жыл бұрын
Loose soil contract and Dense soil dilate, ain't it? 6:43