Geotechnical Engineering

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882 GEOTECHNICAL ENGINEERING



  1. The sensitivity of a clay is 15. How do you classify it with regard to sensitivity? What
    could be the structure?

  2. Activity is a property typical of ............ soils.

  3. Shaking test is used to identify .............

  4. Inorganic silt is also called .............

  5. The most active clay mineral in respect of inducing shrinkage and swelling is .............

  6. Triangular chart is given in the ............ classification system of soils.

  7. The plasticity chart is obtained by plotting
    (a) Plasticity index on x-axis and liquid limit on y-axis
    (b) Liquid limit on x-axis and plasticity index on y-axis
    (c) Plastic limit on x-axis and plasticity index on y-axis
    (d) Plasticity index on x-axis and plastic limit on y-axis

  8. Textaral classifications are merely based on
    (a) grain size (b) consistency limits
    (c) grain size and consistency limits (d) plasticity index

  9. 70% of a soil is retained on 75-μ I.S. Sieve. 60% of the coarse fraction is retained on 4.75
    mm I.S. Sieve. The uniformity coefficient is 5 and the coefficient of curvature is 2. What
    is the soil designation according to IS Classification?

  10. Liquid limit for fine-grained soils of high compressibility is ............ according to IS clas-
    sification.

  11. Clays exhibit more hygroscopicity than sands because .............

  12. Hygroscopic moisture can be removed by oven-drying at a temperature of .............

  13. The effective stress controls certain aspects of soil behaviour, notably ............ and ............
    .

  14. The flow of water through soil is invariably (except in the case of coarse sands and
    gravels) .............

  15. Seepage velocity (Vs) is related to the superficial velocity (V) by the equation .............

  16. The constant of proportionality between seepage velocity and hydraulic gradient is called
    (a) Seepage coefficient
    (b) Coefficient of Transmissibility
    (c) Modified coefficient of permeability
    (d) Coefficient of percolation

  17. Velocity head in soils is invariably .............

  18. Negative pore pressure can exist. True/False.

  19. For soils of low permeability, ............ permeameter is used in the laboratory to deter-
    mine the coefficient of permeability.

  20. The analysis of flow towards a well was given by ............ and modified by .............

  21. The minimum number of observation wells required to determine the permeability of a
    stratum in the field by a pumping test is
    (a) One (b) Two
    (c) Three (d) None of the above

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