Thanku so much sir ...more helpful lecture sir ... Please sir make long video.. I depend totally you sir so please make long and many lecture important subject sir
The way you teach...is extra ordinary sir... Bus aap graphs sidhe banaya kijiye sir... Confusion hota hai bht. Ulte graphs me...exams me bhi sidhe hi puche jaate hai...so. plz sir
Sir please upload the videos of shear strength chapter and earth pressure and stability of slopes and bearing capacity and pile foundation and soil exploration and sheet piles. Your explanation is too good so it will help to all for in the gate exam so please upload soon... Tqqq sir
10:30 I think, the curve obtained is such because the settlement rate will be more as it has experienced less stress in past and the rate of consolidation will decreases with time so the curve tends to be parallel to effective stress axis. 12:33 here the settlement rate is less compared to NCC as it has experienced more stresses in past , but as stress increases it tends to be closer to past stress the rate of settlement also increases ( coz its approaching the NCC now ) 🙄
The consolidation for sand is insignificant… not for clay … since the settlement is less in case of sand soil ( due to more permeability) hence the rate of consolidation will be faster in sand soil than clay soil … now for making structures it depends upon various factors … do not judge from here that since consolidation takes more time in clay soil so it will have weaker structure … it does not justify that… for determining whether the structure will be strong or weak in clay/sand soil various other factors also needed to be seen.
Sir i continues watching your all lectures ...and my dought are clearing... please continue sir .....plz done all sullybus of GATE..
Thanku so much sir ...more helpful lecture sir ...
Please sir make long video.. I depend totally you sir so please make long and many lecture important subject sir
The way you teach...is extra ordinary sir...
Bus aap graphs sidhe banaya kijiye sir... Confusion hota hai bht.
Ulte graphs me...exams me bhi sidhe hi puche jaate hai...so. plz sir
Your teaching experience is very well indeed. You make us understand very nicely . Thanks sir
Sir please upload the videos of shear strength chapter and earth pressure and stability of slopes and bearing capacity and pile foundation and soil exploration and sheet piles. Your explanation is too good so it will help to all for in the gate exam so please upload soon... Tqqq sir
Thanks sir.most powerful lecture... keep regular
Thank you very much sir.....
Please also provide lectures of *Steel Design*
Thanku very much sir ,itna aacha padhyi online available karane ke liye
thanks sir....your lecture very nice accept hindi.....again thanks
Sir you are the best teacher in civil
Due to your lecture i am able to stdy soil mechanis
Thank you dir
Please sir RCC ka v video daily upload kijiye
sir plz make one lecture full only on problems in Geotechnical engg
solve no of problems
Sir your lectures were just awesome
Many many thanx for clearing the doubts
Doubt clear 🙏 most effective lacture so thank you sir 🙏🙏
sir your lectures are outstanding and way of explanation is good
Sir, please upload surveying lecture.
Best explanation I have ever seen
Very thankful amit zarola sir
Thank you sir..
Sir app share strength per plz video banaya
Classic teaching sir.....
All subject which Teach by you I want all online classes give me information please sir
Nice videos sir... Could you complete soil mechanics ( not foundation engineering) before 9-3-19... i.e, before BARC exam starts...?
Awesome 😊 sirji thanks
Awesome content...Thanks a ton
10:30 I think, the curve obtained is such because the settlement rate will be more as it has experienced less stress in past and the rate of consolidation will decreases with time so the curve tends to be parallel to effective stress axis.
12:33 here the settlement rate is less compared to NCC as it has experienced more stresses in past , but as stress increases it tends to be closer to past stress the rate of settlement also increases ( coz its approaching the NCC now ) 🙄
Sir of teaching is an art then you are Picasso of it..
Thanku so much sir..🙏
Awsm teaching sir💐
great job sir
Thanks sir
sir next topic ke vedio lectures bhi upload kro please soil ke
God bless you sir
nice one boss , love you
Thanks
Please sir
send for Tatal geotechnical engineering subjects
Thank you so much sir 🙏🙏
tanku sir 😚
Could you please explain expansion index?
Very nice
thanks sir
par side dete jayiye
screenshot lene ke liye
Sir g plz upload GIS lectures
great...
consolidation in clay is insignificant
sir does it means making a structure is sandy soil is more strong than in clayey soil?
The consolidation for sand is insignificant… not for clay … since the settlement is less in case of sand soil ( due to more permeability) hence the rate of consolidation will be faster in sand soil than clay soil … now for making structures it depends upon various factors … do not judge from here that since consolidation takes more time in clay soil so it will have weaker structure … it does not justify that… for determining whether the structure will be strong or weak in clay/sand soil various other factors also needed to be seen.
Sir please foundation bhi bnayi ye please sir
I am not able to pay that much of fees but please sir provide foundation video’s
Maza aa gaya
❤️
Sir sand me permeability Jada h to settlement v jade hoga na ?????
sir you have kept lecture no 31 private
why ???
Thanku sir
👍👍👍👍
Sir!!! "ReCompression Curve" Naam kyun hua?
I want further gt videos
I am diploma student . I am not genius student but laborious student.
Sir please provide next video
at 27:50 it is (e2 -e1) not (e1 - e2) right
Slope is negative so it will become e1-e2
Better no confusion go with mod|(e2 - e1)|
@@damerlamounish8669 preparing for gate 2021? How is your preperation
Nice
Wt abt u
I want to read with you on U-tube. Please provide idea.
Semi log scale pe banane ki zarurt kyo padi ???
hello saar, tudY I funised rhis lectaar pf yo, me is waary grateful to thy family and I o my degraa to yo.
Sir u are not receving the call
.🤔🤔
Pls watch in 1.75× for better efficiency
Sir aap english word jyada use na Kiya kariye
👍👍👍👍👍👌👌👌👌👌👌👌👌👌🤗🙏
Please teach in only English
why brother...if you go other video many available in English but hindi or urdu not more...so i thaks to sir that his lacture in hindi....
@@mubasherhabib3444 I'm from South i can't speak hindi
Excellent explanation sir
Thank u sooo much sir.
Thank you sir
👍👍👍👍👍👌👌👌👌👌👌👌👌👌🤗🙏