GEOTECHNICAL ENGINEERING
Previous year question paper with solutions for GEOTECHNICAL ENGINEERING
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- Cohesionless soils are best suited as backfill material
- Hydrometer analysis is applicable for particles sizes ranging between 0.2 mm and 0.0002 mm.
- For a given soil, the coefficient of permeability increases with decrease in void ratio.
- The effective stress at various points decreases due to lowering in water table.
- The field consolidation curve is same as lab consolidation curve.
- Isobars are lines of equal stress.
- The pore water pressure during a shear test on normally consolidated clay is negative.
- In unconfined compression test, the failure envelope is inclined
- The soils compacted dry of optimum have higher compressibility than those on wet side.
- In CU test, only total stress parameters are obtained.