1- For a given sandy soil, the maximum and minimum void ratios were determined to be 0.80 and 0.25, respectively. The bulk (moist) density (r) of a field specimen of the soil at a moisture content (w) of 12% was 1.85 Mg/m3. Assuming Gs =2.68, determine the relative density (Dr) and degree of saturation (S) of this specimen.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1- For a given sandy soil, the maximum and minimum void ratios were determined to be 0.80 and
0.25, respectively. The bulk (moist) density (r) of a field specimen of the soil at a moisture
content (w) of 12% was 1.85 Mg/m3. Assuming Gs =2.68, determine the relative density (Dr) and
degree of saturation (S) of this specimen.
Transcribed Image Text:HOMEWORK 1- For a given sandy soil, the maximum and minimum void ratios were determined to be 0.80 and 0.25, respectively. The bulk (moist) density (r) of a field specimen of the soil at a moisture content (w) of 12% was 1.85 Mg/m3. Assuming Gs =2.68, determine the relative density (Dr) and degree of saturation (S) of this specimen.
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