Geotechnical engineering
Previous year question paper with solutions for Geotechnical engineering
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- Give classification of transported soil
- What is the particle si1e for which Strokes law is applicable? Give reasons
- What do you understand by Index properties of soil?
- Differentiate between Standard Proctor and Modified Proctor Test
- What do mean by steady and unsteady flow.
- Name the curves generated by Laplace equation
- What is the basic difference in compression behavior of granular and fine grained soils?
- Explain the term principal stresses
- What are work hardening materials?
- Name the various conditions for which stability analysis of earth dams is carried out
- A soil has a bulk density of 1.80 g/cm3 at water content of 5%. If the void ratio remains constant then the bulk density for a water content of 10% will be …………… (Fill in the blank)
- Given : D10 = 0.1 mm, D30 = 0.41 mm, D60 = 0.62 mm Write down soil classification as per 1498-1970.
- If w = 40%, G = 2.71; then calculate sat and dry in kN/m3
- Give complete name of soil groups : SM, GW–GM
- In a wet soil mass, air occupies one-sixth of its volume and water occupies one-third of its volume. The void ratio of the soil is …………… (Fill in the blank)
- Draw a typical consolidation curve for laboratory consolidation test on undisturbed soil samples.
- Distinguish between seepage and discharge velocities through soil.
- Draw typical stress-strain curves for sandy soils
- The factor of safety of an infinite slope in a sand deposit is 1.732. If the angle of shearing resistance is 30°, the safe slope is …………… (Fill in the blank)
- Stokes law does not hold good if the size of particles is less than …………… (Fill in the blank)