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MindTap Engineering for Das/Sobhan's Principles of Geotechnical Engineering, 9th Edition, [Instant Access], 2 terms (12 months)
9th Edition
ISBN: 9781305971257
Author: Braja M. Das; Khaled Sobhan
Publisher: Cengage Learning US
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Question
Chapter 3, Problem 3.13P
(a)
To determine
Calculate the specific gravity of soil solids.
(b)
To determine
Calculate the void ratio of soil.
(c)
To determine
Calculate the saturated unit weight of soil.
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When 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 weight
The unit weight of a soil is 95 lb/ft3 . The moisture
content of this soil is 19.2% when the degree of
saturation is 60%. Determine:
a. Void ratio
b. Specific gravity of soil solids
c. Saturated unit weight
The 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 solids
Chapter 3 Solutions
MindTap Engineering for Das/Sobhan's Principles of Geotechnical Engineering, 9th Edition, [Instant Access], 2 terms (12 months)
Ch. 3 - Prob. 3.1PCh. 3 - Prob. 3.2PCh. 3 - Prob. 3.3PCh. 3 - Prob. 3.4PCh. 3 - Prob. 3.5PCh. 3 - Prob. 3.6PCh. 3 - Prob. 3.7PCh. 3 - Prob. 3.8PCh. 3 - Prob. 3.9PCh. 3 - Prob. 3.10P
Ch. 3 - Prob. 3.11PCh. 3 - Prob. 3.12PCh. 3 - Prob. 3.13PCh. 3 - Prob. 3.14PCh. 3 - Prob. 3.15PCh. 3 - Prob. 3.16PCh. 3 - Prob. 3.17PCh. 3 - Prob. 3.18PCh. 3 - Prob. 3.19PCh. 3 - Prob. 3.20PCh. 3 - Prob. 3.21PCh. 3 - Prob. 3.22PCh. 3 - Prob. 3.23PCh. 3 - Prob. 3.24PCh. 3 - For a given sandy soil, emax = 0.75 and emin =...Ch. 3 - For a given sandy soil, the maximum and minimum...Ch. 3 - Prob. 3.27PCh. 3 - Prob. 3.28PCh. 3 - Prob. 3.29PCh. 3 - Prob. 3.1CTPCh. 3 - Prob. 3.2CTPCh. 3 - Prob. 3.3CTP
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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.arrow_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_forwardThe moist unit weight of a soil is 17.8 kN/m3 and the moisture content is 14%. If the specific gravity of the soil solids is 2.69, calculate the following: a. Dry unit weight b. Void ratio c. Degree of saturationarrow_forward
- When the moisture content of a soil is 26%, the degree of saturation is 72%, and the moist unit weight is 16.98 kN/m3. Determine: Specific gravity of soil solids Void ratio Saturated unit weightarrow_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_forward3.2 The moist unit weight of a soil is 17.8 kN/m and the moisture content is 14%. If the specific gravity of the soil solids is 2.69, calculate the following: a. Dry unit weight b. Void ratio c. Degree of saturation 1/arrow_forward
- 1. The moist weight of (2.7 + 0.25A) x 10° m³ of soil is (55.5 +0.1C) x 103 kN. If the moisture content is (14 + 0.5B) % and the specific gravity of soil solids is (2.65 + 0.05 D), determine the following: a. Moist unit weight b. Dry unit weight c. Void ratio d. Porosity e. Degree of saturation f. Volume occupied by waterarrow_forward2. A saturated soil has the following characteristics: Initial Volume = 21 cc Final Volume = 16 cc Mass of Wet Soil = 37 g Mass of Dry Soil = 26 g a. Calculate the shrinkage limit of soil b. Calculate the shrinkage ratio c. Calculate the specific gravity of soil solidsarrow_forward2. 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_forward
- The 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?arrow_forwardThe unit weight of a soil is 96 lbs /cubic feet. The moisture content of this soil is 17% when the degree of saturation is 60%. Determine the following:a. Void ratiob. Specific gravity of soil solidc. The unit weight of solidd. Saturated unit weightarrow_forwardThe 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 weightb. Specific gravity of soil solidsc. Void ratioarrow_forward
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