SITUATION 2In an experiment of determining the porosity andspecific gravity of solids of a soil, a soil is dugout from the ground, weighed, then oven dried,and then saturated with water. The weight of thesoil taken from the test hole is 1346 grams. Itwas then oven dried and weighed 1076 grams.After saturating it with water, it weighed 1462grams. The volume of the test hole was thenmeasured and found to be 792 cc.Determine the void ratio (in10 pointspercentage) of the soil sample.Your answer

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Answered: SITUATION 2 In an experiment of…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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78 grams of dry soil particles were deposited into a 500 cm^3 flask with water. The weight of the flask, water, and soil was measured and was equal to 748.89 grams. If the weight of the flask is 200 grams, what is the specific gravity of the soil?
A fully saturated soil sample has a volume of 28 cc. The sample was dried in oven and the weight of the dry soil pat was found to be 48.76 g. Given G= 2.68. Determine moisture content in percent. a. 20.0 b. 18.23 c. 9.77 d. 53.6
Calculate the bulk density (g/cc) of a soil using the following values; a. Weight of core= 150 g b. Weight of core + fresh soil= 230 g c. Moisture content of the soil= 12% d. Height of the core= 9.5 cm e. Diameter of the core= 4 cm * A. 0.65 B. 0.60 C. 0.55 D. 0.50
Can I get a step by step for this question? A sample of soil has a volume of 0.5 ft^3 and a weight of 50lb. After being dried in an oven, it has a weight of 44lb. The specific gravity of soil is 2.70. Determine the degree of saturation of soil before it was placed in the oven.
In an experiment of determining the porosity and specific gravity of solids of a soil, a soil is dug out from the ground, weighed, then oven dried, and then saturated with water. The weight of the soil taken from the test hole is 1346 grams. It was then oven dried and weighed 1076 grams. After saturating it with water, it weighed 1462 grams. The volume of the test hole was then measured and found to be 792 cc. Determine the void ratio (in percentage) of the soil sample.
A fully saturated soil sample has a volume of 28 cc. The sample was dried in oven and the weight of the dry soil pat was found to be 48.76 g. Given G= 2.68. Determine volume of solids in cm3. a. 18.23 b. 9.77 c. 20 d. 53.6
A soil has a water content of 25 %, a void ratio of 0.7, and a specific gravity of solids of 2.7. (a) On the phase diagram shown below, choose the total volume to be equal to one, and fill up all other quantities. Use Kg for mass and m3 for volume. Use the phase diagram to calculate the following quantities. (i) total density (ii) dry density (iii) degree of saturation (iv) saturated density (assume no volume change)
Question 31 Soil placed on a can has been weighed before and after an oven-drying procedure. The procedure yields the following results: Mass of soil + can before placing in the oven 80.9 g. Mass of soil + can after placing in the oven 74.1 g. Mass of can 30.9 g. If the specific gravity of the soil is 2.64, and the void ratio is 0.573, what will be the moist unit weight (kN/m3) of the soil? Round off to two decimal places.
Calculate the particle density of a soil using the following values;a. Weight of the flask= 40 g b. Volume of the flask= 50 ccc. Weight of dry soil= 15 gd. Weight of flask+soil+water= 96 g a.1.67 b.1.65 c.1.63 d.1.60
Please solve very soon completely The volume of a given soil is 0.15 liters with a specific gravity of 2.71. The soil is filled into a can with a mass of approximately 60g. The wet mass of the soil and its can is 330 g, and the dry mass of the soil and its can is 290 g. Determine the following quantities: () The Moist unit weight is - KN / m ^ 3
Calculate the CEC of a 100g soil sample that was found to contain the following cations: Ca2+ = 0.12g Mg2+ = 0.024g K+ = 0.078g Al3+ = 0.027g NH4+ = 0.036g H+ = 0.002g
Assuming a relative density of soil solids of 2.20, find the dry density (ρD in kg/m3) of a saturated sample at a water content of 15%.Assume the volume of the soil solids to be 1 m3. Keep your calculations to 3 decimal places, however, write your answer as a whole number.

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