Geotechnical Engineering

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N-GEO\OBJ.PM5 893

OBJECTIVE QUESTIONS 893



  1. The most popular method of placing an open caisson in position is .............

  2. The well foundation resembles the ............ type of caisson.

  3. The body of a well foundation is known as the .............

  4. The concrete slab placed between a well and the super-structure, to serve as the bearing
    pad for the latter, is called .............

  5. The depth of the well below the lowest scour level is known as its .............

  6. The lateral stability of a well foundation in clay is analyzed by ............ hypothesis.

  7. Terzaghi’s ............ concept is commonly used in the analysis of the lateral stability of a
    well foundation, although it is, strictly speaking, not applicable.

  8. ............ method is presently considered to be the most rational one for the analysis of
    lateral stability of a well foundation.

  9. The centre of rotation for a heavy well under lateral loads is considered to be at ............
    .

  10. Remedial measures are required to correct ............ which occur during the sinking of a
    well foundation.

  11. That part of soil mechanics which deals with the behaviour of soil under dynamic load-
    ing conditions is known as .............

  12. A few important sources of dynamic forces are: (a) ............ (b) ............ (c) ............ (d)
    .............

  13. Frequency is defined as ............ and its units are .............

  14. The number of independent co-ordinates required to completely describe the motion of a
    system is called its .............

  15. The simplest form of a periodic motion is .............

  16. The maximum displacement of a vibrating system from its equilibrium position is called
    its .............

  17. Frequency and period are ............ related.

  18. A body in space has Degree of freedom of .............

  19. The Degree of freedom of a two-mass two-spring system, constrained to move vertically
    without rotation, is .............

  20. The rotation of a block about z-axis is known as ............ or ............ vibration.

  21. The number of principal modes of vibration need not always reflect the Degree of free-
    dom – True/False.

  22. Combinations of more than one mode of vibration are called .............

  23. Undamped free vibration of a system occurs at a frequency known as its .............

  24. The continuous influence of an external force is required to sustain a ............ vibration
    of a system.

  25. The extenal force in a forced vibration is also called the ............ force.

  26. Undamped free vibration of any system in practice is only hopothetical. True/False.

  27. When the exciting frequency equals the natural frequency of the system, a phenomenon
    called ............ occurs, and the consequence is that the ............ becomes a maximum.

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