Q3. In order to understand the factors on which the values of emax, Emin, and emax Emin of soil particles depend, it is desirable to initially evaluate the void ratio variation of idealized spheres. a) Prove that emin 0.35 and emax. 0.91 that may have generated by possible modes of %3D packing of single-size spherical particles. b) Grain shape of natural clean sand has an effect on the maximum and minimum void ratios. Give a brief information about it.

Q3. In order to understand the factors on which the values of emax, Emin, and emax Emin of soil particles depend, it is desirable to initially evaluate the void ratio variation of idealized spheres. a) Prove that emin 0.35 and emax. 0.91 that may have generated by possible modes of %3D packing of single-size spherical particles. b) Grain shape of natural clean sand has an effect on the maximum and minimum void ratios. Give a brief information about it.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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The void ratio of a soil sample decreases from 1.50 to 1.25 when the pressure is increased from 25 tonnes /m' to 50 tonnes 'm', the coefficient of compressibility is a. 0.01 b.0.02 c.0.05 d.0.001
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