Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN: 9781305635180
Author: Braja M. Das, Nagaratnam Sivakugan
Publisher: Cengage Learning
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Chapter 3, Problem 3.7P
To determine
Find the degree of saturation of the clay specimen.
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A 75 mm diameter and 150 mm high clay specimen has a mass of 1392.5 g.
When it is dried, the mass becomes 1196.5 g. Find the degree of saturation in the specimen, assuming the specific gravity of the soil grains is 2.70.
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A fully saturated clay sample has a mass of 1526 grams. After oven-drying, its mass was reduced to 1053 grams. The specific gravity of the soil particles is 2.7.
Calculate the porosity in percent.
A sample of soft saturated clay weighs 345 grams and has a volume of 195cc. After oven drying, the soil weighs 215 grams. Calculate the values of saturated unit weight, void ratio and specific gravity.
Chapter 3 Solutions
Fundamentals of Geotechnical Engineering (MindTap Course List)
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- 2. A specimen of moist clay has a mass of 183.4 grams. After oven drying, the mass is reduced to 157.7 grams. What is the moisture content of the sample?arrow_forwardAn undisturbed sample of saturated clay has a volume of 16.5 cm3 and weighs 35.1 g. On oven drying, the weight of the sample reduces to 29.5 g. Determine the moisture content in percent.arrow_forwardA fully saturated clay sample has a mass of 1526 grams. After oven-drying, its mas was reduced to 1053 grams. The specific gravity of soil particles is 2.7. a. Calculate the natural water content of the sample in percent. b. Calculate the void ratio in percent. c. Calculate the porosity in percent.arrow_forward
- A fully saturated clay sample has a mass of 1526 grams. After oven-drying, its mass was reduced to 1053 grams. The specific gravity of the soil particles is 2.7. Determine water content percentage, void ratio, porosity, wet density (g/cm ), wet unit weight (kN/m ).arrow_forwardA sample of saturated clay from a consolidometer test has a total weight of 1.526 kg and a dry weight of 1.053 kg. The specific gravity of the solid particles is 2.7 1. Determine the water content. 2. Calculate the porosity. 3. Determine the total unit weight.arrow_forwardA sample of soft saturated clay has a volume of 100cu.m. and weighs 175 gr. If the oven dry unit weightis 120 gr.a) Compute the water content of clayb) Compute the void ratio of the clayc) Compute the sp.gr. of the clayarrow_forward
- A saturated sample of inorganic clay has a volume of 21.4 cm3 and weighs 36.7 g. After drying, the volume is 13.7 cm3. The weight of dry soil is 23.2 g. Determine the following: (a) Water content, (b) specific gravity, (c) void ratio, (d) saturated unit weight, (e) dry unit weight, (f) shrinkage limit.arrow_forwardA fully saturated clay sample has a mass of 1526 grams. After oven-drying, its mas was reduced to 1053 grams. The specific gravity of soil particles is 2.7. Calculate the natural water content of the sample in percent. Calculate the void ratio in percent. Calculate the porosity in percent.arrow_forward3. A sample of soft saturated clay has a volume of 100 cm3 and weighs 175 grams. If the oven dry weight is 120 grams, compute the water content, void ratio and specific gravity of the clay.arrow_forward
- A clay sample has a wet mass of 417 g and occupies a total volume of 276 cm3. When oven dried, the mass is 225 g. If the specific gravity of soil solids is 2.70, calculate the water content, void ratio, and degree of saturation.arrow_forwardThe volume and weight of a partially saturated clay sample are 185 cm3 and 362 g respectively. After drying in an oven its weight reduced to 326 g. If the natural void ratio of the soil was 0.54, determine the dry unit weight in kN/m3. O a. 1960 b. 1760 O c. 1750 Od. 1950.arrow_forwardThe bulk unit weight of the soil is 16.680 kN/m3 at a saturation of 36.870 % and the effective unit weight is 9.580 kN/m3. If the maximum and minimum void ratio of the soil is 0.880 and 0.390, respectively, determine the following: max dry unit weight , relative density , saturated unit weightarrow_forward
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