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Pile design

 
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sathyace
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Joined: 04 Jun 2011
Posts: 60

PostPosted: Thu Aug 17, 2017 3:34 am    Post subject: Pile design Reply with quote

Hi All,

In pile design,while checking the pile load carrying capacity with reaction, whether we need to consider 100% of axial load or lesser than that?

Thanks & Regards,
Sathya.
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spsvasan
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Joined: 18 Dec 2008
Posts: 327

PostPosted: Fri Aug 25, 2017 1:48 pm    Post subject: Re: Pile design Reply with quote

Dear Er.Sathya

The pile load capacity should be more than 100% of the axial load on the pile for the case of DL + LL

Extra capacity is allowed under seismic conditions, depending upon the soil conditions.

Piles may be subject to horizontal loads also, and the pile should be safe for bending moments induced by the horizontal loads also

S.P.Srinivasan

sathyace wrote:
Hi All,

In pile design,while checking the pile load carrying capacity with reaction, whether we need to consider 100% of axial load or lesser than that?

Thanks & Regards,
Sathya.
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sathyace
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Joined: 04 Jun 2011
Posts: 60

PostPosted: Fri Aug 25, 2017 9:17 pm    Post subject: Reply with quote

Thank you sir..
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