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### Notes

**CE2251 SOIL MECHANICS**

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**GEOTECHNICAL LABORATORY EXPERIMENTS**

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**7 of Fire: Stress**

**CE2254 SURVEYING II**

**VTU SYLLABUS 2010 STRENGTH OF MATERIALS (COMMON TO CV/TR/EV/CTM) [10CV33] Engineering.**

## For the following statements: P – The lateral stress in the soil while being tested in an oedometer is always at-rest. Q – For a perfectly rigid strip footing at deeper depths in a sand deposit, the vertical normal contact stress at the footing edge is greater than that at its centre. R – The corrections for overburden pressure and dilatancy are not applied to measured SPT-N values in case of clay deposits.

Asked On2019-07-05 11:50:55 by:Jaynil-Gaglani

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