degree of saturation of 96%

Q: Determine the moisture content, unit weight, specific gravity of solids, void ratio, degree of…

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Q: Given: wet soil sample weight 45.6 lbs volume of soil before drying 0.40 cubic ft dry sample wt.…

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Q: 3. A soil has a liquid limit of 61 and a plastic limit of 30. A moisture content test performed on…

A: Given : Liquid Limit = 61 Plastic Limit = 30  Mass of soil can before placing in oven = 96.20 g mass…

Q: 0.1.A A soil specimen have void ratio (e) of 0.7, Gs 2.72. Calculate the total unit weight, dry unit…

A: A) Given that soil specimen is having  Void ratio (e) = 0.7 Specific Gravity (Gs) = 2.72 Degree of…

Q: Atterberg Limit From the laboratory results of the Atterberg Limit Test, the Liquid Limit of the…

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Q: d) A sample of silty clay has a mass of 126 g. Laboratory tests results give a bulk density (p») of…

A: Given data, Mass m = 126 g Bulk density ρb = 2.05 g/cm3 = 2050 kg/m3 Bulk unit weight γb = 20.10…

Q: 2. The following laboratory test results for Atterberg limits and particle-size distribution (sieve…

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Q: 2) A moist sample was found to have a volume of 22.3 cubic centimeters and to weigh 29.7 grams. The…

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Q: 10. The results of a Standard Proctoretest is tabulated as follows: (SEE PICTURE) Determine the…

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Q: What amount of water in (gr) do we have to add to a soil sample to increase its volume to 25 cm3? We…

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Q: The detailed results of a standard Proctor test on a soil classified as CL-ML and group name silty…

A: Vulume of the mould  V=13 ft3=943.89 cm3mass of water =mass of cane and wet soil Mw-mass of cane and…

Q: A sample of soil was tested in the laboratory, and the test results were listed as follows. Classify…

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Q: A liquid limit test performed on a soil sample has the

A: here water content is given to us and also N = 20

Q: ç carefully added to the container so as not to d the container is filled the combined weight…

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Q: The detailed results of a standard Proctor test on a soil classified as CL-ML and group name silty…

A: Given: Volume of Mould=130ft3                               = 934.46 cm3 Weight of mould= 4.45 lb…

Q: Organic soils are typically characterized by high void ratio, low specific gravity, and high…

A: The given data is as follows: Initial height of the specimen=20.6 mmMass of dry specimen=12 gArea…

Q: Problem: Consider the following effects as indicative of complete saturation of a soil sample: 1.…

A: Option A is correct

Q: A soil layer with a moisture content of 10 percent and a unit weight of 16.5 KN per cubic meter…

A: Question b) Objective: To determine the dry specific weight of the soil (γd,compaction).   Given:…

Q: An undisturbed sample of clay has a volume of 16.5 cc and weighs 35.1 g. After oven drying, the…

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Q: 22. For a soil specimen, the following are given: % passing Sieve No. 4 = 92% % passing Sieve No. 10…

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Q: 1. Sand cone equipment is used to determine an in-place unit weight (field density test) on a…

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Q: The liquid limit (LL) of a soil has been found as 78% and the plastic limit ( PL ) as 37% .…

A: Given data: liquid limit (LL) = 78% plastic limit ( PL ) = 37%  water content (W) = 56 %

Q: SUBJECT: SOIL MECHANICS According to the Atterbergs Limits test, a soil has a liquid limit of 41%…

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Q: The liquid limit and plastic limit of sample are 65% and 29% respectively. The percentage of the…

A: Liquid limit ( WL) = 65 %Plastic Limit ( WP) = 29 %Grain size finer than 2 = 24 %

Q: A sample of the soil has following properties: Liquid limit= 45% Plastic limit = 25% Shrinkage limit…

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Q: A soil sample has a moisture content of 32%, while its degree of saturation and moist unit weight is…

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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: A Clay soil is found to have a liquid limit of 83%, a plastic limit of 45% and a shrinkage limit of…

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Q: Following are the results from the liquid and plastic limit tests for a soil. Liquid limit test: let…

A: Given data in question  Liquid limit test values Number of blows viz N1 =  20          W1= 30% N2 =…

Q: gravity of 2.97. After oven-drying, the dry soil sample is exposed to rainwater and the degree of…

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Q: 2. The coefficient of permeability for a fine-grained soil is determined in the laboratory by use of…

A: ANSWER:- Falling head Permeability test is used for fine grained soil as constant head Permeability…

Q: A Sample of soil was tested in the laboratory, and the test results were listed as follows. Classify…

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Q: The size characteristics of the soil particles are shown in the table below. Classify soil using: 1.…

A: Given data size (mm) % finer 4.75 93 2 77 0.033 69 0.018 55 0.01 42 0.0062 33…

Q: If the water content of a fully, saturated soil mass is 100%, then the voids ratio of the sample is…

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Q: The given soil sample is having porosity value of 30% and degree of saturation 78%, then the…

A: given- porosity n=30%=0.30degree of saturation S=78%=0.78

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

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Q: The following results were obtained from a liquid limit test on a soil using a liquid limit device.…

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Q: A soil sample has the following size distribution; 4 to 2mm = 17%, 2 to 0.05 mm = 12%, 0.5 to…

A: Given data: Size Percentage 4 to 2mm 17% 2 to 0.05 mm 12% 0.05 to 0.005 mm 22% 0.005 to…

Q: Following are the results from the liquid and plastic limit tests for a soil. Liquid limit test: let…

A: liquid limit is taken at 25 number of blows plastic limit is average of test results plasticity…

Q: A. Compute the degree of saturation. B. Compute the air void ratio

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Q: The following laboratory test results for Atterberg limits and particle size distribution were…

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