3. A soil sample with a grain specific gravity of 2.67 was filled in a 1000 ml container in theloosest possible state and the dry weight of the sample was found to be 14.75 N. It wasthen filled at the densest state obtainable and the weight was found to be 17.70 N. Thevoid ratio of the soil in the natural state was 0.63. Determine the density index in the naturalstate.

We know that the expression of the density index in the natural state is ID=emax-eemax-emin×100.…

A soil sample with a grain specific gravity of 2.67 was filled in a 1000 ml container in the oosest possible state and the dry weight of the sample was found to be 14.75 N. It was hen filled at the densest state obtainable and the weight was found to be 17.70 N. The void ratio of the soil in the natural state was 0.63. Determine the density index in the natural state.

A soil sample with a grain specific gravity of 2.67 was filled in a 1000 ml container in the oosest possible state and the dry weight of the sample was found to be 14.75 N. It was hen filled at the densest state obtainable and the weight was found to be 17.70 N. The void ratio of the soil in the natural state was 0.63. Determine the density index in the natural state.

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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Soil engineering for highway design

Soil engineering is a part of geotechnical engineering that deals with the characteristics of soil. It also helps to understand the behavior of the soil in different conditions. The basic concepts of soil are studied to check the strength, compressibility, and porosity of the soil. This makes soil engineering an important topic for civil engineering.

Question

3. A soil sample with a grain specific gravity of 2.67 was filled in a 1000 ml container in the
loosest possible state and the dry weight of the sample was found to be 14.75 N. It was
then filled at the densest state obtainable and the weight was found to be 17.70 N. The
void ratio of the soil in the natural state was 0.63. Determine the density index in the natural
state.

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