EBK PRINCIPLES OF FOUNDATION ENGINEERIN
8th Edition
ISBN: 9780100547056
Author: Das
Publisher: YUZU
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Chapter 2, Problem 2.4P
(a)
To determine
Calculate the void ratio of soil.
(b)
To determine
Calculate the porosity of soil.
(c)
To determine
Calculate the specific gravity of soil solids.
(d)
To determine
Calculate the saturated unit weight of soil.
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A saturated soil specimen has w = 36% and ᵞd = 85.43 lb/ft3. Determine: Specific gravity of soil solids
Situation 3:
The total volume of a soil specimen is 80,000 mm 3 and it weighs 150 grams. The dry weight of the specimen is 130 grams and the density of the soil solids is 2680 Kg/m3 . Find the following:
a. The water content
b. Void Ratio
c. Porosity
d. Degree of saturation
e. Saturated unit weight
f. Dry unit weight
A saturated soil specimen has w=36% and Yd=85.43 lb/ft*3 determine;
a.)void ratio
b.)porosity
c.)specific gravity of soil solids
d.)saturated unit weight (in lb/ft*3)
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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- A soil specimen has a volume of 0.06 m3 and a mass of 89.5 kg. Given: w=16%, Gs = 2.64. Determinea. Void ratio b. Porosity c. Dry unit weight d. Moist unit weight e. Degree of saturationarrow_forwardPROBLEM 1 The following are given for a specimen of soil: M = 300 g, Msolid = 170 g, Gs = 2.72 and S = 70%. Determine: a. Total Volume of the soil sample. b. Porosity of the specimen. C. Volume of water to be added to make the soil fully saturated.arrow_forwardSolve question 4,5,6arrow_forward
- 2. The field unit weight of the soil sample 1s 1960 kg/m3 and the unit weight of the soil particle is 2700 kg/ m. If the emax = 0.69 and emin = 0.44, determine the following: a) Specific gravity b) Dry unit weight if water content is 15% c) Porosity d) Relative density e) Saturated unit weight f) Effective unit weight g) Weight of water in KN that must be added per m3 for a 90%-degree saturation h) Mass of water in kg to be added per 2.5m3 to reach full saturation i) If max dry unit weight is 18KN/m³, what is the percentage compaction? j) Is it within the allowable compaction range of 95 of relative +0.2?arrow_forwardNote: Geotechnical Engineering Soil Mechanicsarrow_forwardThe data of soil specimen are given below; Y(pcf) = 128.9, S% = 48.7 Y(pcf) = 131.4, S% = 78.8 a. Solve for the void ratio of soil specimen. b. Calculate the specific gravity of the soil solids. c. Find the porosity of the soil specimen.arrow_forward
- cons 2arrow_forward5. please answer correctly and show solutionsarrow_forward9. A soil specimen having a volume of 0.012 m³ has a specific gravity of 2.60. It has a moist mass of 20.6 kg and a dried mass of 16.1 kg. a. Compute its void ratio. b. Compute its degree of saturation. c. Compute the dry unit weight of the soil.arrow_forward
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