Computer · Foundation Engineering
As per IS 2911 (Part 4): 2013, the safe allowable vertical load on a pile group is determined as the:
Verified Solution4 OptionsUpdated: October 2026👁️1 View
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- 1Greater of final load at total settlement of 25 mm or 2/3 of final load at 40 mm settlement
- 2Lesser of 2/3 of final load at total settlement of 12 mm or 1/2 of final load at settlement equal to 10% of pile diameter✓
- 3Greater of 2/3 of final load at 12 mm total settlement or 1/2 of final load at settlement equal to 10% of pile diameter
- 4Lesser of final load at which total settlement is 25 mm or 2/3 of final load at 40 mm settlement
Correct answer
Lesser of 2/3 of final load at total settlement of 12 mm or 1/2 of final load at settlement equal to 10% of pile diameter
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