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Geotechnical Engineering II S5 Civil Module-1 Notes

Geotechnical Engineering II 

Stresses in soil due to loaded areas - Boussinesq‟s formula for point loads – assumptions [no derivation required] – Comments - numerical problems Vertical stress beneath loaded areas of strip,
rectangular and circular shapes(no derivation required)-Newmark‟s chart[construction procedure not required] -Isobars- Pressure bulbs- numerical problems

ktu business economics hs200 note mod 6

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