Soil samples from three locations were tested for modulus of subgrade reaction. Data thus collected is shown
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Soil samples from three locations were tested for modulus of subgrade reaction. Data thus collected is shown below. Pressure, kPa 7 Settlement, mm Location 1 Location 2 Location 3 0 0 1.25 0.854 1.79 4.5 1.592 2.865 175 353 530 5.13 1.872 4.186 Considering relevant IRC guidelines, (i) What would be approximate values of CBR of soil from these locations? (ii) Which soil would you recommend for rigid pavement construction? Why?
Related Book For
Applied Regression Analysis and Other Multivariable Methods
ISBN: 978-1285051086
5th edition
Authors: David G. Kleinbaum, Lawrence L. Kupper, Azhar Nizam, Eli S. Rosenberg
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