CE 326 webcast on the one dimensional consolidation test, Section 10.5 part 1
Пікірлер: 62
@shqardo4448 жыл бұрын
you made me understand in a simple way , which my soil mechanics teacher couldn't , i just wanna say to you thanks
@Sooners05615 жыл бұрын
you are absolutely right!!! haha it makes so much sense here
@NirjhorKabir6 жыл бұрын
You just saved my life!! Wish I had found this a lot sooner. Thank you so much!!
@michaelqdlap9 жыл бұрын
Thanks a lot, man. I really appreciate your style of teaching.
@engrfawadiqbalkhan7863 жыл бұрын
I appreciate these videos , these are very helpful for students as well as for teachers , keep spreading the knowledge.
@borgwirth5 жыл бұрын
Thanks a lot man, that starbucks bit brought me down to earth fast
@LayloTravels3 жыл бұрын
Thanks, I appreciate the emphasis on determining the stress
@sathanasaetiao82195 жыл бұрын
You are a superb teacher, Thank you for the videos!
@imperial546 жыл бұрын
great video! helped me a lot with my geotech final tomorrow
@drahmadkamal61224 жыл бұрын
prof your delivery is brilliant. tqvm for sharing
@gh50303 жыл бұрын
Now everything is clear for me, THANK YOU SO MUCH
@rafiullahqallander7 жыл бұрын
Thank you, Professor, I have no question :)
@UB-us3ti3 жыл бұрын
اثناء التجربة تكون التربة مشبعة بالماء لهذا المخطط المستعمل في الدقيقة :8 لا يحاكي عملية التصلبconsolidation بل يحاكي عملية الدمك compactage
@cygtrafolia1007 Жыл бұрын
this is the best quality video so far. kudos
@saikaushikkothapalli40599 жыл бұрын
Very well explained
@ryanshi13655 жыл бұрын
非常感谢你的视频。
@souravhazra3776 жыл бұрын
Well Explanation. Thanks!
@sulochandhungel3 жыл бұрын
Thank you so much! This was so clear!
@user-ej8rt8hb5v8 жыл бұрын
Thanks! Your video is great
@bambinalafcheto20474 жыл бұрын
wonderful explained!
@aminbengala46219 жыл бұрын
Excellent. thank you.
@anushalakkavalli43339 жыл бұрын
Thank you so much! :)
@nguyenthienkhue9 жыл бұрын
Awesome vid!. Can you cover flow nets and calculating stresses from flow nets? Thank you.
@malihaali44803 жыл бұрын
This is so helpful!!
@engr.tusarkhandokar76247 жыл бұрын
extremely good
@mariuszpustelnik2074 жыл бұрын
I have to admin among the others, it's really awesome !!!
@moulayecherif70365 жыл бұрын
thanks man this is great
@uzairkhan89456 жыл бұрын
thanks.. it's impressive
@adil91988 жыл бұрын
Thank You so Much.... :D :)
@ahmedkagu31057 жыл бұрын
Is nice to watch the video
@Szhihihihihihi Жыл бұрын
Thanks !
@rachealchadowa8144 жыл бұрын
good explanation
@keerthanapadma87425 жыл бұрын
Thanks a lot professor. I wish you to add more videos that really speaks well of fundamentals so we will become more strong in our basics. I have a doubt that you we sholuldn't plot stress on y axis and strain on x axis? Also why we calculate stress at midlayer for settlement calculations?
@brian13726 жыл бұрын
thank you
@aminbengala46219 жыл бұрын
Merci
@aladelfouad85065 жыл бұрын
Thanks a lot
@amritkshetri55286 жыл бұрын
thanks a tonns............you saved me............
@almasrey665 жыл бұрын
you are great
@ahmedobidat79535 жыл бұрын
Thanks for this exceptional video Professor! Since we assume that the soil sample is fully saturated, shouldn't the phase diagrams at 8:00 consist only of solids and water. In other words, at 8:00 there should be no air when the void ratio is related to strain.
@partht92 Жыл бұрын
We are not assuming the soil sample to be fully saturated, it can have and will have air in its voids, we can prepare our sample by either saturating it completely or can work with a dry field clay or moderately saturated sample, It depends on the sample preparation method being adopted.
@osaedhawamlah29079 жыл бұрын
thank youu
@akiousainebyoona48703 жыл бұрын
Thanks sir
@Lightcalmchaos4 жыл бұрын
I'm doing an oedemeter test and I loaded and unloaded my weights, does this make my test invalid
@joker11asr3 жыл бұрын
that Starbucks joke tho hahahaha nice!
@ravinitwind8 жыл бұрын
How can I evaluate Eoed of the sample?
@farhanshaher30324 жыл бұрын
Good
@metalcorpseman54333 жыл бұрын
Only one Starbucks every 200 feet? Those poor people.
@xualan54036 жыл бұрын
Hi Sir. Does coefficient of consolidation change with stress increment? For instance, Cv = 1.5 for increased effective stress 100 but = 2.0 for increased effective stress of 200? Or is it constant throughout.
@introductiontogeotechnical49766 жыл бұрын
Cv can change dramatically over a range of effective stresses. See section 11.3 or our text, Coduto, Yeung & Kitch (2011)
@NeonPinkClouds6 жыл бұрын
in an oedometer test, it is said that the clay specimen is fully saturated at the end of the test but most probably not saturated at the beginning. why is that? i thought that the moisture dissipates from the clay cus its been compressed by the load which causes the water to exit right? please help me and correct me and tell me why
@introductiontogeotechnical49766 жыл бұрын
non maker, the saturation state of the specimen at the start of the test depends on how the specimen was collected and prepared. It could be completely saturated or not. During the test the specimen is kept under water and the consolidation that occurs during the test will, usually, either force air out of the specimen or cause it to dissolve in the pore water. We generally assume the specimen is fully saturated throughout the test.
@NeonPinkClouds6 жыл бұрын
thank u for ur reply! so due to the open valves, the water is freely able to move in and out of the specimen which is why we assume its fully saturated?
@introductiontogeotechnical49766 жыл бұрын
non maker, there are no valves in the type of consolidometer shown. The pours stones on top and bottom allow water to freely flow ina and out of the specimen.
@keerthanapadma87425 жыл бұрын
Sir, as we apply load sample will consolidate by dissipation of water in voids. So its no more saturated. Why we are taking it as saturated all time?
@mandejamesroger3657 Жыл бұрын
Its really wonderful lecture but the KZbin explanation covers the content.
@patriciacrossfit84913 жыл бұрын
Please, expand on the CEO who built a Starbucks, 200 feet away from another one, over point A.
@spacetase25608 жыл бұрын
when the fcuk is america going to get with the mertic system?
@SOOOTHINGHUB Жыл бұрын
When a trillion dollar mission blow up due to unit conversion