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Пікірлер
@jashimuddin-sp3kt
@jashimuddin-sp3kt 8 ай бұрын
Sir, can you explain how to display lights & text increase
@Martin-iw1ll
@Martin-iw1ll Жыл бұрын
For the undrained case, shouldnt the vertical effective stress remain constant as the increase in vertical total stress is transfered to increase in pore water pressure, at least in 5he short term before consolidation occurs. Therefore the horizontal effective stresss should remain constant as well according to the k_0 equation. In undrained loading, isnt the shear strength of the material is determined by S_u instead which is a horizontal line in the total stress versus shear stress space
@sambhajiraochavan307
@sambhajiraochavan307 Жыл бұрын
please explain how to set micron on coordinate
@jeremynicoletti9060
@jeremynicoletti9060 Жыл бұрын
Thanks, mate; just what I needed to know.
@flaviochapa3003
@flaviochapa3003 Жыл бұрын
Nice video, but can trimble set on known point and just get orientated by azimuth? I do this all the time in Topcon Magnet Field
@sannukumar2957
@sannukumar2957 Жыл бұрын
Less par mil sakta hai sir
@shwana1000
@shwana1000 Жыл бұрын
could you please make your videos without music
@INAMmathematicivilengineering
@INAMmathematicivilengineering 2 жыл бұрын
If soil is fully saturated having,hydraulic conductivity is 1× 10^-7 m/s, what will be the specific gravity, water content and void ratio????
@SunilSinghss
@SunilSinghss 2 жыл бұрын
you explained it pretty well sir. I don't understand why no book uses simple ways to make us understand. I guess they all are published for Doctorate degrees!
@stevebittner4769
@stevebittner4769 2 жыл бұрын
Great explanation of vital but usually impenetrable subject matter.. I like the music by the way, it provides rhythm and tempo to the presentation. Please leave it in.
@utpalbiswas6292
@utpalbiswas6292 2 жыл бұрын
Nice...
@wandellpassah8086
@wandellpassah8086 2 жыл бұрын
Thank you very much Down to earth explanation with conceptual explanation. Sad today all memorisation and multi choice questions from Guide books Thanks once more
@sonubala1984
@sonubala1984 2 жыл бұрын
Hi did u please explain how can we set out arc and line offset
@MasterCivilEngineering
@MasterCivilEngineering 2 жыл бұрын
Amazing video
@MasterCivilEngineering
@MasterCivilEngineering 2 жыл бұрын
Good video
@elvinismayilov9702
@elvinismayilov9702 2 жыл бұрын
Can we drive the roller drum backwards? If yes doest it has any damage to the vibration?
@farhatjaved3874
@farhatjaved3874 2 жыл бұрын
Super video Thanks
@rameshchandvishwakarma4922
@rameshchandvishwakarma4922 2 жыл бұрын
how to calculate settlement of Rock-fill embankment for airports
@levanba_le
@levanba_le 2 жыл бұрын
so touching for an excellent video
@MasterCivilEngineering
@MasterCivilEngineering 2 жыл бұрын
Love it👍👍
@pariharbiceps9827
@pariharbiceps9827 2 жыл бұрын
Thank you soooo much. Respect ✊
@ziadomingo8268
@ziadomingo8268 2 жыл бұрын
Sir I have a question what if the second layer is clay is it a must to always follow the condition which is use the half of it's heights as a multiplier to get the effective stress and for total stress?
@sabesta
@sabesta 2 жыл бұрын
This was so good, I had to slow down to 0.8 speed to absorb everything. Thank you!
@hilarypatrick3776
@hilarypatrick3776 3 жыл бұрын
Any 500L Civil Engineering Student from Unimaid here? Say hello
@Shashin2023
@Shashin2023 3 жыл бұрын
Thank s a lot
@MK-wo6rf
@MK-wo6rf 3 жыл бұрын
In 3:44, how come that the Delta h = 0.33m? Please ellaborate.
@MK-wo6rf
@MK-wo6rf 3 жыл бұрын
Same with the L1, where does 0.9 came from?
@chrisleach9189
@chrisleach9189 2 жыл бұрын
At 4.58 he mentions that difference in total head = 4m, therefore 4m/12 head drops = 0.33m per head drop (Delta h).
@chrisleach9189
@chrisleach9189 2 жыл бұрын
@@MK-wo6rf 0.9m is scaled from the drawing.
@muhammadsafdar6322
@muhammadsafdar6322 3 жыл бұрын
kzbin.info/www/bejne/jHmWnoKdrbyeZrc
@muhammadsafdar6322
@muhammadsafdar6322 3 жыл бұрын
kzbin.info/www/bejne/jHmWnoKdrbyeZrc
@ahmedkamla2109
@ahmedkamla2109 3 жыл бұрын
Very well demonstrated! Thank you!
@ahmedkamla2109
@ahmedkamla2109 3 жыл бұрын
Excellent explanation! Thank you for the nice illustration!
@MasterCivilEngineering
@MasterCivilEngineering 3 жыл бұрын
Master in engineering knowledge here🇺🇸🇺🇸🇺🇸
@bigsmiler5101
@bigsmiler5101 3 жыл бұрын
WHERE is the link to your follow-on videos?
@PedroHenrique-ph5gt
@PedroHenrique-ph5gt 3 жыл бұрын
Maaaan, If you star your video with a jose gonzales song, I am instantly a fan
@mdimranhossen2223
@mdimranhossen2223 3 жыл бұрын
Amar jonno Dua korben.jate Ami All world all first class first world favorite civil engineer hote pari.onek Onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek onek Chirosthaie vabe ashirbad korben.to
@tomlamers9798
@tomlamers9798 3 жыл бұрын
Hi, I have a similar problem but I am moving away a structure below watersurface. This causes a pore pressure as well. Can anybody help me finding the drainage time certain soils need? Thanks
@douglasmanyadza9062
@douglasmanyadza9062 3 жыл бұрын
Great
@engineer12v
@engineer12v 3 жыл бұрын
Good stuff
@sajjansingh4329
@sajjansingh4329 3 жыл бұрын
Just don't add any background music. The explanation was good though. 🙏
@MasterCivilEngineering
@MasterCivilEngineering 3 жыл бұрын
Awesome📖📖📖📖
@MasterCivilEngineering
@MasterCivilEngineering 3 жыл бұрын
Master your engineering knowledge here📖📖📖📖
@infootainment
@infootainment 3 жыл бұрын
Some people fill the foundations with water after digging and leave it for a few days. They claim that now the soil is automatically compacted. Have you studied/experienced it?
@declanphillips7545
@declanphillips7545 3 жыл бұрын
This is not a common practice and I would exercise caution if considering it as a compaction option. The technique would court failure if the underlying soils are fine grained i.e. silts and clays and therefore should NOT be adopted under any circumstances. The technique has been used to densify coarse grained soils (sands and gravels) as the downward flow of water creates a 'frictional drag' on the soil particles it passes thus 'dragging' them into a denser configuration and reducing the void spaces in the process (See video on water flow in soils kzbin.info/www/bejne/b4KtnKR8mr6Yh6s ). Reaching a specified relative density would be challenging with this technique. In my opinion ... best to stick with tried and tested procedures for densifying soil.
@infootainment
@infootainment 3 жыл бұрын
@@declanphillips7545 Thank you sir
@ilyasmuhammad7307
@ilyasmuhammad7307 3 жыл бұрын
remove the music plzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzz
@ceqtv
@ceqtv 4 жыл бұрын
Thanks maximum dry Density is very important test
@MasterCivilEngineering
@MasterCivilEngineering 4 жыл бұрын
Step by step video solutions of engineering questions
@MasterCivilEngineering
@MasterCivilEngineering 4 жыл бұрын
Step by step video solution of civil engineering questions
@MasterCivilEngineering
@MasterCivilEngineering 4 жыл бұрын
Step by step video solution of civil engineering questions
@MasterCivilEngineering
@MasterCivilEngineering 4 жыл бұрын
Step by step video solution of civil engineering questions