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Sir your videos are very helpful for aspiring geotechnical engineers. Could you please make a video on triaxial shear testing of remoulded clays. Thanks!
Trabajo tecnico instrumental eficiente y realizado con responsabilidad resultado practico y seguro en vertederos controlados b
What method is this?ASTM / BS ???
Thank you
thanks. but cant understand exactly. What percentage of water does the sample contain?
cause of dısturbed sample.. and what percentage? and what SI sieve?
@@musaaslantas5460 U can add 10 % in dry soil sample(Clay) and all the soil should pass .425 mm sieve
very helpfull
In this test, isn't UD sample necessary?
an undisturbed sample is best for the consolidation test but if you don't have it, you can make a remolded sample from your Disturbed sample.
Seating load?
Sir your videos are very helpful for aspiring geotechnical engineers. Could you please make a video on triaxial shear testing of remoulded clays. Thanks!
Trabajo tecnico instrumental eficiente y realizado con responsabilidad resultado practico y seguro en vertederos controlados b
What method is this?
ASTM / BS ???
Thank you
thanks. but cant understand exactly. What percentage of water does the sample contain?
cause of dısturbed sample.. and what percentage? and what SI sieve?
@@musaaslantas5460 U can add 10 % in dry soil sample(Clay) and all the soil should pass .425 mm sieve
very helpfull
In this test, isn't UD sample necessary?
an undisturbed sample is best for the consolidation test but if you don't have it, you can make a remolded sample from your Disturbed sample.
Seating load?