Geotechnical Engineering

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N-GEO\OBJ.PM5 883

OBJECTIVE QUESTIONS 883



  1. Allen Hazen’s empirical relationship between the coefficient of permeability and effec-
    tive size is .............

  2. Poiseuille’s equation (law) relates to ............ flow through a .............

  3. Specific or absolute permeability varies with the permeant characteristics like viscosity
    and unit weight. True/False.

  4. Entrapped air ............ the permeability of soil.

  5. Organic matter increases the permeability of a soil. True/False

  6. Horizontal permeability is smaller than vertical permeability in a layered deposit. True/
    False

  7. ‘Capillary fringe’ means .............

  8. Capillary height is dependent upon the shape of the Capillary tube. True/False

  9. The pore water pressure in the capillary zone is
    (a) zero (b) positive
    (c) negative (d) very low

  10. The shape factor of a flow net is ............. It is independent of the ............ of the soil.

  11. Flow through an earth dam is a case of ............ flow.

  12. When steady seepage occurs in isotropic soil, the head causing flow satisfies .............
    equation.

  13. If kx and kz are the permeabilities in the x-and z-directions respectively in a two-dimen-
    sional flow situation, the effective permeability ke is given by:
    (a)ke = kkxz (b)ke = kx/kz
    (c)ke = kx + kz (d) None of the above

  14. The critical hydraulic gradient ic for a soil with a grain specific gravity G and a void
    ratio e is


(a)ic =

Ge
e

+
1 + (b)ic =

G
e

+
+

1
1

(c)ic =

G
e


+

1
1 (d) None of these


  1. The seepage force j per unit volume is given by .............

  2. For upward flow, the effective stress at any point in a soil is ............ by an amount equal
    to the seepage force.

  3. The aim of doubling the pressure each time in the consolidation test is to see that the
    soil is always in a ............ condition.

  4. The maximum overconsolidation ratio of normally consolidated soil is .............

  5. The compressibility of a field deposit is
    (a) the same as that shown by a laboratory sample
    (b) somewhat greater than that shown by a laboratory sample
    (c) some what smaller than that shown by a laboratory sample
    (d) not at all related to that of a laboratory sample.

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