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4. (a). Name field tests to find the dynamic properties of soil and discuss the block vibration test (4) (b). A clayey soil specimen was tested in a resonant column device for torsional vibration, free-free end condition for determination of shear modulus. Specimen length 90 mm, diameter 35.6 mm and mass 170 gm and a frequency at first mode of vibration of 790 Hz. Determine the shear modulus. (6)
4. (a). Name field tests to find the dynamic properties of soil and discuss the block vibration test (4) (b). A clayey s
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4. (a). Name field tests to find the dynamic properties of soil and discuss the block vibration test (4) (b). A clayey s
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