Q.1(a) In a natural state, a moist soil has a volume of 0.0088 m’ and a mass of 17.8 kg. After oven dry, the soil has a

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Q.1(a) In a natural state, a moist soil has a volume of 0.0088 m’ and a mass of 17.8 kg. After oven dry, the soil has a

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Q 1 A In A Natural State A Moist Soil Has A Volume Of 0 0088 M And A Mass Of 17 8 Kg After Oven Dry The Soil Has A 1
Q 1 A In A Natural State A Moist Soil Has A Volume Of 0 0088 M And A Mass Of 17 8 Kg After Oven Dry The Soil Has A 1 (131.95 KiB) Viewed 23 times
Q.1(a) In a natural state, a moist soil has a volume of 0.0088 m’ and a mass of 17.8 kg. After oven dry, the soil has a mass of 16.12 kg. If the specific gravity of the soil is 2.6, determine the following properties of the soil: (i) mass of water (Mw); (ii) moisture content (w); (iii) bulk density ((Pb); (iv) dry density (Pdry); (v) volumes of air (Va), water (VW) and solid grain (Vs); (vi) air void ratio (Av); (vii) void ratio (e); (viii) porosity (n); (ix) degree of saturation (S.); (x) additional water mass required to achieve 100% saturation of the soil; (xi) saturated density (Psat); and (xii) submerged density (Psub). (1 mark) (1 mark) (1 mark) (1 mark) (3 marks) (1 mark) (1 mark) (1 mark) (1 mark) (2 marks) (2 marks) (1 mark) (b) Another soil is taken from a construction site. It is in a saturated state with moisture content of 25 % and specific gravity of 2.69. Determine the following properties of this soil: (i) void ratio (e); (ii) porosity (n); (iii) saturated density (Psat); (iv) dry density (Pdry); (v) saturated unit weight (Ysat); and (vi) density of soil solid grain (ps). (2 marks) (1 mark) (2 marks) (2 marks) (1 mark) (1 mark)
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