Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN: 9781305970939
Author: Braja M. Das, Khaled Sobhan
Publisher: Cengage Learning
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Chapter 4, Problem 4.11P
To determine
Find the shrinkage limit and shrinkage ratio.
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A saturated 100cm^3 clay sample has a natural water content of 30% . It is found that the shrinkage limit occur when the water content is 40% if the specific gravity of soil 2.70
a.) Determine the shrinkage ratio.
A saturated soil specimen has w = 36% and ᵞd = 85.43 lb/ft3. Determine: Porosity
4. A clay sample has unit weight of 21.1 kN/m3 at moisture content of 9.8%. When completely saturated with water, its unit weight is 22.58 kN/m3. Determine the porosity of the soil.
Chapter 4 Solutions
Principles of Geotechnical Engineering (MindTap Course List)
Ch. 4 - During Atterberg limit tests in the soil mechanics...Ch. 4 - Prob. 4.2PCh. 4 - Prob. 4.3PCh. 4 - Results from a liquid limit test conducted on a...Ch. 4 - The following data were obtained by conducting...Ch. 4 - Refer to the soil in Problem 4.5. Using the...Ch. 4 - Following results are obtained for a liquid limit...Ch. 4 - Prob. 4.8PCh. 4 - Prob. 4.9PCh. 4 - Prob. 4.10P
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- A saturated soil has the following characteristics: initial volume (Vi) =19.65 cm3, final volume (Vf) =13.5 cm3, mass of wet soil (Ml) = 36 g, and mass of dry soil (M2) =25 g. Determine the shrinkage limit and the shrinkage ratio.arrow_forwardA saturated soil specimen has w = 36% and ᵞd = 85.43 lb/ft3. Determine: i) Void ratio ii) Porosityarrow_forwardA saturated clay 120cu.cm clay sample has a natural water content of 35%. The shrinkage limit was determined when the water content reaches 20%. Given the specific gravity of soil is 2.6. Calculate the shrinkage ratio.arrow_forward
- A saturated 100 cm3 clay sample has a natural water content of 30 percent. It is found that the shrinkage limit occurs when the water content is 19 percent. If the specific gravity of soil solids is 2.70, what will the volume of the sample be when the water content is 15 percent?arrow_forwardRefer to the soil in Problem 4.5. Using the Casagrande plasticity chart, graphically estimate the shrinkage limit of the soil as shown in Figure 4.22. 4.5 The following data were obtained by conducting liquid limit and plastic limit tests on a soil collected from the site. Liquid limit tests: Plastic limit test: PL = 19.3% a. Draw the flow curve and determine the liquid limit. b. Using the Casagrande plasticity chart (Figure 4.21), determine the soil type.arrow_forwardFor a normally consolidated soil, the following is given: Determine the following: a. The compression index, Cc. b. The void ratio corresponding to pressure of 200 kN/m2arrow_forward
- A saturated 100 cm3 clay sample has a natural water content of 30%. It is found that the shrinkage limit occurs when the water content is 19%. If the specific gravity of the soil is 2.70, compute the shrinkage ratio, the volume of the sample when the water content is 15% and the mass of the dry soilarrow_forwardP2. 4.6 List the given, required, graph and box the final answer. A saturated soil used to determine the shrinkage limit with the following data: V-162: V-108 cm: M,-446 g and mass of dry soil, M.-32.8 g. Determine the shrinkage limit and the shrinkage ratio.arrow_forward1. A soil sample has a maximum void ratio of 0.85 and minimum void ratio of 0.55. It was also found out that the porosity is 23%, moisture content is 12% and Gs = 2.65. Compute the dry unit weight of the sample. 2. Estimate the compression index of soft clay with moisture content of 56.4 percent. The liquid limit is 56 percent.arrow_forward
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