Computer · Geotechnical Engineering
As per IS 2911 (Part 4): 2013, the allowable load on a pile group from initial load tests is the:
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- 1greater of final load at which total settlement is 25 mm or 23 of final load at which total settlement is 40 mm
- 2lesser of 23 of final load at which total settlement is 12 mm or 12 of final load at which settlement is 10% of pile diameter
- 3greater of 23 of final load at which total settlement is 12 mm or 12 of final load at which settlement is 10% of pile diameter
- 4lesser of final load at which total settlement is 25 mm or 23 of final load at which total settlement is 40 mm✓
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lesser of final load at which total settlement is 25 mm or 23 of final load at which total settlement is 40 mm
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