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Q. Test on complete bearings?
Two bearings should be selected at random from the 'lot'. Various tests should be conducted on these 'test bearings'. These bearings should be excluded from the accepted lot because all the tests given below except 'Shear Modulus test' are destructive tests.
1. Shear Modulus
2. Elastic Modulus
3. Adhesion strength
4. Ultimate compressive strength.
In addition to above tests, the ash content (%) and specific gravity of elastomer of test pieces from test bearing shall be compared with those of corresponding specially moulded test pieces and maximum acceptable variation will be as given below:
Ash content + 0.5%
Specific gravity + 0.2
#Determine the smallest value of P and corresponding angle to the inclined plane which is inclined by 30 degree to horizontal to just start the block moving up the inclined plane.
Q. How to design banks? When approach banks are of medium height upto 3 m, the material may be homogeneous. For bigger heights zoned section with impervious core and pervious o
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CRACKS
plane table surveying is used commonly to survey small areas because
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