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aktharnawas SEFI Member
Joined: 13 Feb 2015 Posts: 2
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Posted: Fri Jan 20, 2017 9:42 am Post subject: Stability of well foundation |
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Dear sefians,
I am checking the stability for well foundation as per IRC 45-1972. In step 4, Elastic state check, for HFL seismic case can we increase 25 % soil resistance (r(kp-ka)) as mentioned in IRC 78-2000, clause 706.2.1? But the clause mentioned only allowable base pressure. Is it applicable for this case also? please clarify.
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