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@theladyengineer3 жыл бұрын
Just subscribed as both a Civil Engineer and KZbinr👏
@MasterCivilEngineering3 жыл бұрын
Thanks
@jeanreno61062 жыл бұрын
Nice Video. Good explanation! 👍
@MasterCivilEngineering2 жыл бұрын
Thanks dear for watching and appreciating the video
@fazlikabeer11123 жыл бұрын
Great work
@MasterCivilEngineering3 жыл бұрын
Thanks for watching!
@poothibabu Жыл бұрын
Good class👍👍
@MasterCivilEngineering Жыл бұрын
Thanks for watching dear
@muhammadtayyabafzal33352 жыл бұрын
Good 👍🏻
@MasterCivilEngineering2 жыл бұрын
Thanks for watching dear
@MasterCivilEngineering2 жыл бұрын
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@rakeshchavan78443 жыл бұрын
very well explained.
@MasterCivilEngineering3 жыл бұрын
Thanks for watching dear! Stay connected
@HuntingStyles993 жыл бұрын
Very nice video
@MasterCivilEngineering3 жыл бұрын
Thanks for watching!
@syadidshahir8023 жыл бұрын
I should pay you my university's fee. Even, in my university didn't provides examples.
@MasterCivilEngineering3 жыл бұрын
Thanks for watching dear!
@MasterCivilEngineering3 жыл бұрын
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@MasterCivilEngineering3 жыл бұрын
And stay tuned for more solution videos
@Germany-g3 жыл бұрын
تحياتي الكم Ich wünsche Ihnen eine schöne Zeit🇩🇪🇩🇪🇩🇪🇩🇪🇩🇪🇩🇪
@MasterCivilEngineering3 жыл бұрын
Thanks for watching!
@lyhorng61123 жыл бұрын
Good
@INAMmathematicivilengineering Жыл бұрын
In my case Three point soaked CBR For 10 blow CBR % at 5mm is greater than 2.5 mm I used CBR % of 5 mm While for blow 25 and 56 The CBR% of 2.5 mm is greater than of 5 mm. Which value should I use ????
@MasterCivilEngineering Жыл бұрын
Thanks for watching Master Civil Engineering
@MasterCivilEngineering Жыл бұрын
For 10 Blows, use CBR at 5 mm and for 25 and 56 Blows use CBR at 2.5 mm
@MasterCivilEngineering Жыл бұрын
Find Maximum Dry Density for each No. of Blows and Then Draw a graph between CBR and MDD as explained in the video
@MasterCivilEngineering Жыл бұрын
After that, find CBR at Percentage of MDD which you will achieve in field with compaction. That will be your CBR value for Road Design
@INAMmathematicivilengineering Жыл бұрын
@@MasterCivilEngineering Can you provide your contact WhatsApp plz
@abdulholiksujak_18293 жыл бұрын
Which dry density uses whether unsoaked or soaked dry density for plotting in the graph relation between dry density and CBR values.
@MasterCivilEngineering3 жыл бұрын
For simulating worst conditions we should use 4 days soaked samples for CBR testing.
@MasterCivilEngineering3 жыл бұрын
Thanks for watching dear!
@technicalstudyTEengineer3 жыл бұрын
Nice video ❤️❤️❤️
@MasterCivilEngineering3 жыл бұрын
Thanks Bro!
@ghazalayounesasaad140210 ай бұрын
thanks a lot
@MasterCivilEngineering10 ай бұрын
Thanks for watching Mastering
@MasterCivilEngineering10 ай бұрын
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@町工場のおっさん7 ай бұрын
Thanks
@MasterCivilEngineering7 ай бұрын
Thanks for watching Master Civil Engineering
@MasterCivilEngineering7 ай бұрын
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@町工場のおっさん7 ай бұрын
@@MasterCivilEngineering Our group has been able to obtain 1cm in-situ survey data up to 25m. The data has already been published in JGS. Data on locations where soil samples are difficult to obtain. We have measured up to the level of weathered rock. How to handle singularities in data reduction? We have determined C,φ by confirming and discussing the same soil strata. thank you. I'll study more.
@Sarah_esss4 ай бұрын
where does the 13.44 and the 20.06 come from?
@MasterCivilEngineering4 ай бұрын
Thanks for watching dear
@MasterCivilEngineering4 ай бұрын
13.44 kN and 20.06 kN are the loads required at penetration of 2.5 mm and 5 mm respectively for standard crushed aggregates.
@atakhan54772 жыл бұрын
Where these 13.44 & 20.06 standard value is come from i mean the standard value is 70.35 and 105.53 my question is that from what calculation we get these values??
@MasterCivilEngineering2 жыл бұрын
Thanks for watching this solution video
@MasterCivilEngineering2 жыл бұрын
Standard load values are 1370 kg and 2055 kg or standard pressure is 70 kg/cm^2 and 105 kg/cm^2
@raadalsudiny12265 ай бұрын
Please send us an excel sheet representing these calculations of the California tolerance percentage for this sample
@MasterCivilEngineering5 ай бұрын
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@anissukor Жыл бұрын
is the standard value given in the question? or do we need to calculate by ourselves? and why do we use 2.54mm and 5.08mm for penetration? thankyou in advance ( ◕ᴗ◕✿ )
@MasterCivilEngineering Жыл бұрын
Thanks for watching dear
@MasterCivilEngineering Жыл бұрын
Standard load is same for all materials and is taken as 13.44 kN for 2.54 mm penetration and 20.06 kN for 5.08 mm penetration respectively