Question 4 A sample of a clay soil deposi, upon which a lightly-loaded structure
ID: 116392 • Letter: Q
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Question 4 A sample of a clay soil deposi, upon which a lightly-loaded structure is to be constructed, had the following properties Total Volume 100cm3 Total Mass 170grams Moisture Content (mass basis) = 16% Specific Gravity of Solids 2.70 (a) Calculate the relative proportions, on a volume basis, of solids, water and air in the sample. (6 marks) (b) The sample was then soaked for 12 hours and the total volume increased to 105cm3, with a corresponding increase in moisture content (mass basis) to 25%. Is the sample now saturated? (4 marks) (c) Outline the reason(s) why some clay soils swell more than others. (5 marks)Explanation / Answer
(a) Mass = density * volume
Volume = Mass/density
given that specific gravity = 2.70
Thus, the density would be 2.70 g/cm3.
Total mass = 170 g
Mpisture Content (mass basis) = 16%
Thus mass of the moisture present = (170*16/100) g or 27.2 g
Thus mass of the total solids present in the soil system = (170-27.2) or 142.8 g (as the mass of the air present in the soil is negligible)
Now volume of the soil solid Mass / Density or (142.8/2.7) or 52.9 cm3
We know the density of water is 1 g/c3,
Thus, the volulme of of water = (27.2/1) or 27.2 cm3
Therefore volume of air present in the soil sample = (100-27.2-52.9) or 19.9 cm3
Thus the relative proportion, on a volume basis, of solids, water and air in the sample would be 52.9 : 27.2 : 19.9
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