EBK PRINCIPLES OF FOUNDATION ENGINEERIN
8th Edition
ISBN: 8220100547058
Author: Das
Publisher: CENGAGE L
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Chapter 2, Problem 2.2P
(a)
To determine
Find the dry unit weight of soil specimen.
(b)
To determine
Calculate the specific gravity of soil solids.
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3.) A saturated soil has the following characteristics:
Initial volume: 25 cm3
Final volume: 16 cm3
Mass of Wet Soil: 45 g
Mass of Dry Soil: 31 g
a.) Determine the shrinkage limit of soil.
b.) Determine the shrinkage ratio.
c.) Determine the specific gravity of soil solids.
A saturated unit weight of a soil is 20.1kN/m*3 at a moisture content of 22%. Determine (a) the dry unit weight and (b) the specific gravity of soil solids,G
The saturated unit weight of a soil is 126 lb/ft3. The moisture content of the soil is 18.2%. Determine the following:a) Dry unit weightb) Void ratioc) Specific gravity of soil solids
Chapter 2 Solutions
EBK PRINCIPLES OF FOUNDATION ENGINEERIN
Ch. 2 - Prob. 2.1PCh. 2 - Prob. 2.2PCh. 2 - Prob. 2.3PCh. 2 - Prob. 2.4PCh. 2 - Prob. 2.5PCh. 2 - Prob. 2.6PCh. 2 - Prob. 2.7PCh. 2 - Prob. 2.8PCh. 2 - Prob. 2.9PCh. 2 - Prob. 2.10P
Ch. 2 - Prob. 2.11PCh. 2 - Prob. 2.12PCh. 2 - Prob. 2.13PCh. 2 - Prob. 2.14PCh. 2 - Prob. 2.15PCh. 2 - For a normally consolidated soil, the following is...Ch. 2 - Prob. 2.17PCh. 2 - Prob. 2.18PCh. 2 - Prob. 2.19PCh. 2 - Prob. 2.20PCh. 2 - Prob. 2.21PCh. 2 - Prob. 2.22PCh. 2 - Prob. 2.23PCh. 2 - Prob. 2.24PCh. 2 - Prob. 2.25PCh. 2 - Prob. 2.26PCh. 2 - Prob. 2.27P
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- The saturated unit weight of a soil is 20.3 kN/m3 at a moisture content of 24%.Determine (a) the dry unit weight and (b) the specific gravity of soil solids, Gs.arrow_forwardWhen the moisture content of a soil is 26%, the degree of saturation is 72% and the moist unit weight is 108 lb/ft3. Determine: a. Specific gravity of soil solids b. Void ratio c. Saturated unit weightarrow_forwardThe moist mass of 0.1 ft3 of soil is 12.5 lb. if the moisture content is 14% and the specific gravity of soil solids 2.71; a) What is the value of moist unit weight? b) What is the value of dry unit weight? c) What is the value of void ratio? d) What is the value of porosity? e) What is the value of degree of saturation?arrow_forward
- 2. The saturated unit weight of a soil is 19.8 kN/m³ . The moisture content of the soil is 17.1%. Determine the following a. Dry unit weight b. Specific gravity of soil solids c. Void ratioarrow_forwardSUBJECT : SOIL MECHANICS The moist weight of 0.2 cubic ft of a soil is 23lbs the moisture content and the specific gravity of the soil are determined in the laboratory to be 11% and 2.7 respectively. a.) Determine the moist ujit weight in pcf b.)determine the dry unit weight in pcf. c.) Determine the degree of saturationarrow_forwardWhen the degree of saturation of soil mass is 50%, its unit weight is 105.73pcf. When the degree of saturation is 75%, its unit weight is 112.67 pcf. Determine the specific gravity of the soil solids. Determine the percent soil solids. Determine the dry unit weight of the soil.arrow_forward
- 1. A cube of moist soil weighs 330 lb and has a total volume of 3.00 ft³. The moisture content is 27.0% and the specific gravity of solids is 2.72. Compute the void ratio, degree of saturation (%), and dry unit weight (lb/ft³) of this soil.arrow_forwardThe moist unit weight of a given soil is 18.64KN/m^3 if the degree of saturation is 55%. But if the degree of saturation of the given soil is 80%, it's moist unit weight is 19.73 KN/m^3 A.) Compute the specific gravity of the soil B.) Compute the dry unit weight of the soil. C.) Compute the percent of soil solidsarrow_forwardA saturated soil has the following characteristics: initial volume = 19.65 cc., final volume = 13.5 cc., mass of wet soil = 36 g., and mass of dry soil = 25 g. Determine the (a) Shrinkage Limit, and (b) Specific Gravity of soil solids.arrow_forward
- See table below: Determine the maximum dry unit weight of the soil (Ans: 19.8 kN/ ) Determine the optimum moisture content (Ans: 11%) Determine the degree of saturation at the optimum moisture content Gs = 2.60 (Ans: 99.30%)arrow_forwardA soil sample has moisture content of 30% and degree of saturation of 45%. The solids have specific gravity of 2.61. Determine the dry unit weight of the soil in kN/m3.arrow_forward11. The dry soil is mixed with water (17% by mass) and compacted. The volume of wet soil is 0.001 m³ and has a mass of 1.6 kg. If the specific gravity of the soil solids is 2.70. a. what is the dry unit weight of the soil? b. what is the void ratio? c. what is the degree of saturation?arrow_forward
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