Traffic and Highway Engineering
5th Edition
ISBN: 9781305156241
Author: Garber, Nicholas J.
Publisher: Cengage Learning
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Question
Chapter 17, Problem 3P
To determine
(a)
Moisture content of the soil
To determine
(b)
Void ratio of the soil
To determine
(c)
Porosity of the soil
To determine
(d)
Bulk density of the soil
To determine
(e)
Dry density of the soil
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A soil is mixed at a water content of 16% and
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A sample of soil in natural state having volume of 0.00934 cu.m weighs 18.11kg. The sample is allowed to dry in an oven and weight was reduced to 15.67 kg. The specific gravity of solid was found to be 2.67. Determine the following:
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- The weight of a sample of saturated soil before drying is 1.246kg and after drying is 0.934kg . If the specific gravity of the soil particles is 2.6. Determine the Moisture content, void ratio, porosity, dry density, bulk density.arrow_forwardProblem #1. A soil sample in its natural state has a weight of 5.05 lb and a volume of 0.041 ft3. In an oven-dried state, the dry weight of the sample is 4.49 Ib. The specific gravity of the solids is 2.68. Determine: a. total unit weight b. water content C. void ratio d. porosity e. degree of saturationarrow_forwardA 56 cm³ sample of moist soil weights 130.5g. When it is dried out in an oven, it weighs 111.1g. The specific gravity of solids is found to be 3.6. Required: Determine: a. the water content (w), to the nearest tenth. b. wet unit weight of soil ('Y), to the nearest hundredth. c. dry unit weight of soil ('Yd), to the nearest hundredth. d. void ratio (e), to the nearest thousandth. e. porosity (n), to the nearest tenth. f. degree of saturation (S), to the nearest tenth.arrow_forward
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