The moist unit weights and degrees of saturation of a soil are given in the following table: Unit Weight (pcf) 119.04 123.86 S (%) 65 85   Determine the specific gravity of the soil solids. Determine the porosity of the soil in percent. Determine the void ratio of the soil in percent. Please answer this asap. For upvote. Thank you very much

Q: 1.Three phases of a soil element? 2.Define volumetric relations (equation and text):e= , n=, S= 3.…

A: Hey, since there are multiple questions posted, we will answer first four questions only. If you…

Q: B. The moist weight of 0.028 m' of a soil is 52 kg. The moisture content and the specific gravity of…

A: Given data : Moisture content (w%)=11%specific gravity (GS)=2.7Volume (V)=0.028 m3Moist weight…

Q: A sample of soil has a total unit weight 18.73 kN/m³, and the specific gravity of solids is 2.69.…

A: Given data in question  Unit weight  Specific gravity  Moisture content  To find out  Void ratio…

Q: Determine porosity of soil

A: Given data :   Void ratio (e)=0.65

Q: Question: For a given soil, the following are known: Percentage passing No. 4 sieve = 100…

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Q: Which of the following relationships is used to define the dearee of saturation of a soil? a. Volume…

A: Degree of saturation=S It is defined as the ratio of volume of water to the volume of void space .…

Q: The indicative properties of soil types A, B, and C were determined as follows: soil cil soil b 35%…

A: Soil ASoil B Soil CProperties49 %35%60%Liquid limit26%20%28%plasticity limit35%25%43% % Of…

Q: Percent U.S. Sieve No. passing 4 100 10 90 20 64 40 38 80 18 200 13

A: The two important sieve numbers for classifying the soil is #200(0.075mm) and #4(4.75mm). Former…

Q: A saturated soil has the following characteristics: Initial mass = 40.91 grams Final mass = 28.79…

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Q: Part 3 Classify the following soils using the Unified soil classification system. Give group symbols…

A: it is a type of soil classification according to the Cu ,Cc and plasticity characteristics of soil..

Q: Classify the soil sample using the U.S. Department of Agriculture textural classification chart.…

A: Draw the line from sand at 60% Draw the line from clay at 70% Draw the line from silt at 35%  Find…

Q: Using Unified Soil Classification System, determine the type of soil, the coefficient of gradation…

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Q: Please round to the nearest thousandth (i.e., 0.001). A soil has total weight (W) = 50 lb and total…

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Q: Mass of soil U.S. sieve no. retained on each sieve (g) 4 6 30.0 10 48.7 20 127.3 40 96.8 60 76.6 100…

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Q: Water content of soil is 10% and dry unit weight of soil is 100 lb/cft. What is bulk unit weight of…

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Q: Given: An undisturbed chunk of soil has a wet weight of 73lbs and a volume of 0.65ft³. When dried…

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Q: A sample of gray silty clay has a mass of 126 kg. Laboratory tests results give a moist density ()…

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Q: Gravel Sand Silt Clay Coarse Medium Fine 100 90 80 70 B 50 40 30 20 10 10 4.75 2 0.420 0.10.075 0.01…

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Q: For a moist soil sample, the following are given. • Total volume: V=1.2 m3 • Total mass: M=2350 kg •…

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Q: Classify the soil according to Unified soil classification. Explain each classification

A: Given Data: The sieve number and mass retained have been given in the problem.   To Determine:…

Q: For a given soil, the following are known: Percentage passing 75 mm sieve = 100 Percentage passing…

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Q: 11. What is the significance of the number of the sieves? To be precise, what does 200 mean in # 200…

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Q: The particle destribution of soil are as follows. Silt = 24% Sand = 12% Clay = 44% %3D If the soil…

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Q: A plastic limit test has been performed on a soil. Threads of the soil that broke at a diameter of…

A: The mass of the wet soil is calculated by subtracting the mass of the can from the mass of the soil…

Q: Classify the soil according to Unified soil classification Sieve No. 4 10 20 40 60 80 100 200 Pan…

A: Mass retained in each sieve is given. From that, we can find that how much percentage retained and…

Q: . Determine the specific gravity of soil solids based on the data below: Initial volume of soil in…

A: Final mass of 30.10g  should be dry mass. Because saturated mass is already mentioned.

Q: 2. The moist weight of 5.56 × 10-³ m³ of a soil is 120.3 × 10-³ kN. The moisture content and the…

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Q: For a given soil, the following are given in Table: Specific Gravity Gs, bulk unit weight γ), and…

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Q: Determine the engineering properties of the following soil sample: the volume of the wet soil is 110…

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Q: The moist unit weights and degree of saturation of a soil sample are given as follows. Which of the…

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Q: U.S. sieve no. Percent passing 4 100 10 90 20 64

A: Given:- LL=23 PL=19 To find:- a) AASHTO  soil classification system b) USCS

Q: U.S. Sleve No. 4 10 20 40 80 200 Percent passing 100 90 64 38 18 13 % For this soil, LL = 23 and PL…

A: Solution: a) AASHTO Soil Classification System Since 13% of the soil passes through the No. 200…

Q: The sieve analysis data for a granular soil are given below. % passing or finer 19 mm sieve = 100%…

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Q: V₂ V₂ Vw air water solids Ww W - 10% Ys=165.4 lbf/ft³ Y: 127.0 lbf/ft³. Yx

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Q: An extended layer of soil with homogeneous rounded grains has 10% of the material finer than 0.007…

A: We have to determine the permeability  Given data: D10 = 10 % of the material finer than 0.007 mm. C…

Q: 18. The results for sieve analysis is shown in the following table: Sieve No. 4 10 20 40 60 100 200…

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Q: For an inorganic soil, the following grain size analysis is given. For this soil, LL = 23 and PL =…

A: Given: Required: Classify soil as per USCS method

Q: e following results were obtained by a mechanical sieve analysis. classify the soil using the…

A: Given:- LL=29 PL=11 No.4=100% No. 40 = 96% No. 200 = 52 % To find:- Type of soil using USCS system

Weight-Volume relationships

Weight is defined as the quantity of matter contained in a body. Weight can also be defined as the force acting on a body due to gravity. Mathematically, weight can be defined as-