Depth of Fixity of Pile| Calculation of Depth of Fixity as per IS-2911(Part-1/ Sec-2)

[@subharaj.chatterjee]

These nh values are for sand....what will be for clay?

[@nehaandrews5296]

Nice video👍 useful one Moment of inertia =pi x d4 / 64...and not 4....

[@shyamsundarsundar4766]

How do you reinforce an existing foundation with pile without increasing the footing size.

[@AminulIslam-tp1lm]

Thank you for sharing, I appreciate your work on this confusing topic. I have a question, I will be glad if you help me. The stiffness factor for granular soil and normally consolidated clay is the same equation, but the modulus of subgrade reaction is only given for granular soil in Table 3. This isn't very clear, how can I use C-2.1 for normally consolidated clay? There is another formula (C-2.2) for consolidated clay, and the subgrade reaction is given in Table 4. I can't use this subgrade reaction to C-2.1 since there is no use for k1 in that equation. Hope I have made myself clear, please help me out with this.

[@pankajkumar-pl1tk]

nice video to make video how to calculate depth of fixity in case of scoure depth level.

[@CivilTech107]

ok

[@mdikramuddin1772]

During you considered the Subgrade reaction factor which soil layer you were considering? Above the maximum moment or below the maximum moment location?

[@CivilTech107]

Above the maximum moment

[@IslamuddinBarbhuiya-y9x]

Nice nd useful video, but not understand bcos poor in Math.

[@tanmaymukherjee1874]

Sir how to calculate for free head piles?

[@CivilTech107]

Will upload soon

[@adithyaroyal6211]

Response Nahi resonance ha

[@LeviOp27]

Also it was inertial not internal 😢