SUBJECT: SOIL MECHANICS According to the Atterbergs Limits test, a soil has a liquid limit of 41% and a plastic limit of 21.1 % A. Determine the Plasticity index (%) of the soil B. If the situ water content is at 30% what is the liquidity index of the soil CHOICES: a. 0.4472 b. 0.4742 c. 0.7442 d. 0.7244 What would be the nature of soil ( with explanation) CHOICES: a. Plastic state b. Semi solid state c. Liquid state

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: A saturated soil sample (S=100%) contains 28 g of soil solids and 22 g of water.  The void ratio is…

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Q: A soil sample has natural void ratio of 0.8. The maximum void ratio is 1.6 and the minimum void…

A: The correct answer is 75.47%

Q: Plasticty The following data were obtained from the Atterberg Limits test for a soil: Liquid Limit…

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Q: The following data were obtained from the Atterberg Limits test for a soil: Liquid Limit 41.0 %…

A: Given that, Liquid limit= WL= 41% Plastic limit= Wp= 21.1% Natural water content= w= 30% To find:-…

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 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 was performed on a soil sample. It was found out that the moisture content at 19…

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Q: The moisture content of a soil sample is 0.24, its void ratio is 79%, and its specific gravity is…

A: Given data : Specific gravity (G)=2.63Moisture content (w)=0.24Void ratio (e)=79100=0.79

Q: Given the laboratory results of the Atterberg Limit Test in Figure 3.1 ar Table 3.1. a. Determine…

A: As there are multiple questions posted, according to the guidelines, only the first three are being…

Q: The following data were obtained from the Atterberg Limits test for a soil           Liquid limit  =…

A: Given: Liquid limit (LL)=41% Plastic limit (PL)=21.1% Water content (w)=30%

Q: Determine the Plasticity Index of soil based on the test results provided below: Wp =25%, w = 54%,…

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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: A soil sample has a water content of 10% and a void ratio of 0.5. If the specific gravity of the…

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Q: The laboratory test on a soil sample yields the following results natural moisture content = 18%,…

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Q: Situation 10: A soil sample has water content of 25%, degree of saturation of 80%, and specific…

A: Given water content is 25 % specific gravity is 2.70 degree of saturation is 80 %

Q: A soil has a liquid limit of 61 and plastic limit of 30. A moisture content test yielded the…

A: Given:  liquid limit  Plastic limit  Mass of soil before oven drying  Mass of soil after oven drying…

Q: I need the answer as soon as possible

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

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Q: A soil sample is oven-dried from its liquid limit state to its dry state causing a volume change of…

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Q: The void ratio of a soil sample is 0.79, its moisture content is 26%, and its specific gravity is…

A: Given Data Void ratio, e = 0.79Moisture content, w =26% =0.26Specific gravity, G = 2.73To find :…

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: The same soil sample has a natural moisture content of 30% and was subject to the Atterberg Limits…

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Q: A 0.9-m3 soil specimen weighs 17 kN and has a moisture content of 9%. The specific gravity of the…

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Q: liquid limit test was performed on a soil sample. It was found out that the moisture content at 18…

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Q: A soil sample has 36 g of soil solids, 14 cm³ of voids, 11 g of water and specific gravity of soil…

A: Given- 36 g of soil solids, 14 cm3 of voids, 11 g of water and specific gravity of soil grains G =…

Q: A soil has the following characteristics: 1. Percentage of soil passing 75 µm sieve = 20 2.…

A: Percentage of soil passing 75micro meter sieve = 20 Percentage of fraction retained by 4.75mm sieve=…

Q: If a soil sample of volume =1 cm3 and actual density =2000 kg/m³, and bulk density = 1700 kg/m3, the…

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Q: The soil particles of a sample of clay has perfect shape of diameter 'd'. The particles are stacked…

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Q: Cohesive soil is known as fine soil while cohesionless soil is known as course soil. These materials…

A: Cohesive Soil: It is defined as the finely grained soil with high clay content and high cohesive…

Q: Situation 10: A soil sample has water content of 25%, degree of saturation of 80%, and specific…

A: Given data : Degree of saturation (S)=80100=0.8Water content (w)=25100=0.25Specific gravity…

Q: A natural soil deposit is to be used for a geotechnical engineering project. Laboratory test results…

A: Soil Properties % Passing Sieve No. 4 (4.75mm) = 100 % % Passing Sieve No. 200 (75μm) = 8 %…

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-