very well explained Sir Please also share its limitation range in Soil .
@ammartercha5049
4 жыл бұрын
Good job sir ☺️☺️
@naeemnawaz9940
4 жыл бұрын
good
@abubakarmuhammed3882
4 жыл бұрын
Thank you for the video..Pls how can we get the Computer Aided Soil Test Report software. Thank you
@naqeebnawaz904
4 жыл бұрын
Ok brother i will make a video over this software as well.. a video that will be a comprehensive about the whole usage of software.. in some days inshAllah
@abubakarmuhammed3882
4 жыл бұрын
@@naqeebnawaz904 Thank you..ur effort is highly appreciated
@naqeebnawaz904
4 жыл бұрын
@@abubakarmuhammed3882 welcome brother..God bless u
@mohanadalzubaidy73
3 жыл бұрын
Yes we are also waiting for a link to the software. Thanks.
@mohanadalzubaidy73
3 жыл бұрын
@@naqeebnawaz904 brother, we are still waiting for the program. Thanks a lot in Advance.
@chandan3595
2 жыл бұрын
Can u upload the link,actually i need the excel file.
@mohanadalzubaidy73
3 жыл бұрын
Thanks a lot for you well explanations. Could you please provide us with a link of the CASTer software or anyway lead us to download it. Thanks!
@GeotechwithNaqeeb
3 жыл бұрын
email?
@mohanadalzubaidy73
3 жыл бұрын
@@GeotechwithNaqeeb I have not received anything yet from you brother!
@engr.md.titumirhasan5595
4 жыл бұрын
GREAT SIR
@imran7075
4 жыл бұрын
Brilliant refresher. I had worked with Falling cone tests where we also calculated the shear strength of soil so that we could cross check the results against insitu field testing methods such as cone penetration testing. The CPT results were more trustworthy though. Some other topics ideas: Bearing capacity of shallow foundations in cohesive and frictional soils, single pile or group pile bearing capacity. Instead of sending excel file to individuals, you can leave a google docs link for anyone to access. Keep up the good work and I hope your channel grows BIG.
@naqeebnawaz904
4 жыл бұрын
Thanks a lot brother..CPT is basically reliable for noncohesive soils mostly...this casagrande method is most reliable for cohesive soils.and thanks a lot your suggestions are really beneficial..i am working on it..will post lecs on topics suggested by you..after lockdown i will make doc file in descrption box as it will be busy time then.
@geosolid639
4 жыл бұрын
very good teaching sir. could you please share your excel sheet?
@hussainsaady470
4 жыл бұрын
Thanks for your efforts
@prabhakarcivil8875
3 жыл бұрын
can you please tell how to download caster software
@rameezrajacivilengineering6031
2 жыл бұрын
Nice video
@zeeshanAli-vx6ze
4 жыл бұрын
Plz make a video on triaxial compression test
@naqeebnawaz904
4 жыл бұрын
I have already uploaded calculation part of triaxial on my channel..
@zeeshanAli-vx6ze
4 жыл бұрын
Plz make a video on California bearing ratio test
@naqeebnawaz904
4 жыл бұрын
Ok sure i will in some days...after lockdown i ll post complete lab performance sample preparation etc videos.
@ranarehan7969
3 жыл бұрын
Naqeeb bhai amazing job but make a video in urdu ❤
@adisetyayudhapratama3362
4 жыл бұрын
Very good
@ibrahimismailirfy2301
4 жыл бұрын
Thanks
@ranarehan7969
3 жыл бұрын
Keon k ap ki videos technician dekhtay hain zyada tar so please make a urdu ❤
@GeotechwithNaqeeb
3 жыл бұрын
inshAllah jald urdu b sath sath shuru kar dunga
@hashmatullah8000
4 жыл бұрын
Assalam.o.alikum Kindly share caster software link
@GeotechwithNaqeeb
4 жыл бұрын
1drv.ms/u/s!AqYdHIIRTM1tgyKkjdAMUPYu8dVH?e=yiZWHM
@haideraman5497
3 жыл бұрын
@@GeotechwithNaqeeb thank you Sir
@alexgait7974
3 жыл бұрын
CAREFUL. X-axis should be in logarithmic scale.
@GeotechwithNaqeeb
3 жыл бұрын
no its not logarithmic for liquid limit by casagrande method. that is in thee case of fall cone method.
@dreamhousedesign561
3 жыл бұрын
Can u upload the link,actually i need the excel file.
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