How to Select N-value for Design | Bearing Capacity Lec: 01 | N-Design | Geotech with Naqeeb

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[@brianmpirirwe2257]

Thanks for the video, I would to ask on how to calculate for Corrected N values

[@rashedulhasan9583]

Thanks brother it's a essential video. Keep up with your effort.

[@macdinhquang]

Thanks brother for your interesting video. Please let me know which international standard mentioned this calculation? Thanks!

[@ningchen6242]

good

[@mye-mail3098]

Thanks ... Could you please provide the reference

[@bosschandru1650]

For raft foundation how the E value is calculated

[@dreygeotech1266]

But I believe the depth of footing should depend on the value of Nc, why using the assum depth of footing to correlate with SPT N value sir?

[@imranshah6458]

Sir what is meaning of width of foundation

[@imranullah9432]

dear sir this one in which standard

[@folashadebalogun2145]

Thank you sir for this video, is this also applicable to deep foundation

[@Joe-tr2vk]

Obviously nope. Load transfer mechanism is different,piles for example do mobilise their capacities thru skin friction. Moreover, these formulae by Terzaghi et al apply for shallow footings only.

[@Naveenkumar-dt6iw]

How to calculate corrected n value

[@rameezrajacivilengineering6031]

Define N??

[@sujitrathod5712]

Can you provide the references or codes used?

[@bernardbahaya8296]

Hi I am not sure about the weighting factor; this reference shows that layer depths (d) should be used in place of the i as described in the video.chrome-extension://efaidnbmnnnibpcajpcglclefindmkaj/gwang.people.ust.hk/CIVL575/CIVL5750ClassNotes2_Handout_ASCE7.pdf see sec20.4

[@user-tn8tc9yd7s]

It seems this method is not a standard.