Previous Year Very Short Questions of GE (B-TECH civil engineering 6th)

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GEOTECHNICAL ENGINEERING

Previous year question paper with solutions for GEOTECHNICAL ENGINEERING

Our website provides solved previous year question paper for GEOTECHNICAL ENGINEERING . Doing preparation from the previous year question paper helps you to get good marks in exams. From our GE question paper bank, students can download solved previous year question paper. The solutions to these previous year question paper are very easy to understand.

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