1.The velocity of water through the soil (apparent velocity) 2.Actual velocity/ Seepage velocity Kindly answer this question as soon as possible.

Q: 11.4 Organic soils are typically characterized by high void ratio, low specific gravity, and high…

A: Geotechnical designing is significant on the grounds that it forestalls entanglements before they…

Q: You are given the following results from Atterberg Limits testing on a soil sample (PL= 30%, LL =…

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Q: Undisturbed soil obtained from a test pit 0.0283 m3 (1 ft3) in volume is found to have a wet weight…

A: It is required to determine the dry unit weight.

Q: How much water will flow through a soil mass in a 5-minute period when the sample length is 150 mm,…

A: Given: The time period T is 5 min. The sample length is 150 mm. The cross section is 20 mm × 20 mm.…

Q: A Saturated soil sample has a volume of 45 ??^3 at the liquid limit. If the soil has a liquid limit…

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Q: The plastic limit and liquid limit of a soil sample are respectively. 4. Compute the plasticity…

A: Note -  Since we answer one question at a time so we will answer the first one.     Please resubmit…

Q: The following data represent the results obtained from the specific gravity (S.G.) * ?test performed…

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Q: An undisturbed soil obtained from a test pit 0.063 m3 in volume in found to have a wet weight of…

A: Given information:

Q: A soil sample has a porosity of 40% then what will be the value of void ratio? (A) 0.667 (C) 0.6 (B)…

A: Given data : Porosity (n)=40%

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

A:

Q: Following are the results of a field unit weight determination test on the same soil with the sand…

A: Soil compaction is a process in which the soil retains mechanical pressure and is compacted. The…

Q: 2. A sand cone test has been performed in a compacted fill performed on a soil sample. The results…

A: Solution; Given data;

Q: The coefficient of permeability of a soil sample was found out in a soil mechanics laboratory by…

A: L=15cm To find coefficient of permeability

Q: A wet sand sample has a volume of 4.64 x 10-4 m3 and weighs 8 N. After oven-drying, the weight…

A: Since you have asked multiple questions, we will solve the first question for you. If you want any…

Q: The result of a constant head permeability test for a fine soil sample having a diameter of 150mm…

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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: during a subsurface exploration, an undiscovered soil sample was collected from the field using a…

A: Given Data:Undisturbed Sample of Soil is givenVolume of Soil Sample = Volume of split spoon…

Q: The Poisson's ratio for soil sample 1 and 2 are µj and µ2 1-41 = 1.5 and 1-42 respectively. If…

A:

Q: Lab test results for a soil sample taken from a site are as follows: Bulk unit weight = 19 kN/m3…

A: Given: Y = 19 kN/m3w = 10%, G = 2.6 and Yw= 10 kN/m3

Q: 3. The following are the data of a soil sample: Sample Size - 3.81 cm diameter, 7.62 cm high. Wet…

A: as per bartleby guidelines we can answer first three subparts. please post other parts in other…

Q: 10.9 A consolidation test on a sample of clay produced the following data: o: (kPa) 8. 16 32 64 128…

A: “Since you have posted a question with multiple sub-parts, we will solve first three sub-parts for…

Q: Table 2 %P#200 %P#10 D10 D30 D60 LL LP 0,075 mm 2,0 mm % % mm m m 68 100 ??? ??? ??? 50 25

A: Percentage passing through 0.075 mm is given and percentage passing through 2 mm is given  and…

Q: The following are the data of a soil sample: Sample Size – 2-inch diameter, 4 inches high. Wet…

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Q: A Cylindrical soil sample of 7.5 cm height and 3.75 cm diameter has been prepared at the shrinkage…

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Q: A sample of soil obtained from a borrow pit has a wet weight of 42 lb. The total volume occupied  by…

A: A sample of soli obtained from a borrow pit wet weight = 42 lbThe total volume occupied by the…

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

A:

Q: The Poisson's ratio for soil sample 1 and 2 are µj and µ2 respectively. 1-41 1-42 If H2 1.5 and…

A:

Q: The following are the results of a field unit weight determination test performed on the soil by…

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Q: The following are the data of a soil sample: Sample Size – 2-inch diameter, 4 inches high. Wet…

A:

Q: - What are the respective values of void ratio, porosity ratio and saturated density (in kN/m³) for…

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Q: Following are the results of a field unit weight determination test on a soil with the sand cone…

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Q: The following are the results of a field unit weight determination test on the same soil with the…

A: Draw the compaction curve from the given data from the laboratory test. The water content…

Q: Two soil samples A and B were found to have the physical properties shown in Table 1. Check the…

A: Given :

Q: 2. The following data were obtained from the liquid and plastic limit tests for a soil: Liquid Limit…

A:

Q: 4. Following are the results of a field unit weight determination test on a soil with sand cone…

A: Calibrated dry density of the Ottawa sand is 1667 kg/m3 and all other necessary details are given in…

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

A: The correct answer is a.0.15cm3

Q: A saturated soil sample, weighing 178 g has a volume of 96 cc. If the specific gravity of soil…

A: Solution: Saturated soil sample weight = 178 g                                      Volume = 96 cc…

Q: Q# 1. Organic soils are typically characterized by high void ratio, low specific gravity, and high…

A: Compression Index: the compression index is equal to the slope of the linear portion of the void…

Q: For a saturated soil sample with a void ratio of 0.700 and a saturated unit weight of 19.00 kN/m?.…

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Q: (a) Based on your understanding, briefly elaborate the different between residual soil and…

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Q: In a falling head permeability test drop in head Occurs from 60 m to 40 m in 10 minutes. The…

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Q: 14. What will be the degree of saturation of a soil sample whose specific gravity G=2.7, void ratio…

A: Given data : Specific gravity (G)=2.7Void ratio (e)=0.66water content (w)=20%

Q: The void ratio of a soil sample decreases from 1,50 to 1.25 when the pressure is increased from 25…

A: Given data : Initial void ratio (e1)=1.50 Final void ratio (e2)=1.25 Initial pressure (p1)=25…

Q: The following data were obtained from sand-cone experiment where a volume of a certain soil is…

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Q: Sand cone equipment is used to perform a field density test on a compacted earth fill. • Soil sample…

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Q: The porosity of a certain soil sample was found to be 80% and its specific gravity was 2.7; the…

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Q: : The following results were obtained from a standard compaction test on a soil : Bulk unit weight…

A: As per bartleby guidelines we are advised to answer first three in multipart kindly post another one…

Q: From the following data, solve for the degree of compaction. Field density test data: Weight of…

A: Dry unit weight of field=1663kg/m3 Dry unit weight of lab=2250kg/m3

Q: The particle size characteristics of diameter (mm) and retained mass (g) of a soil are: For 4.75 mm…

A: Make a table as below  as per given data. sieve size(mm) Retained mass (g) % weight retained…

Q: The following data represent the results obtained from the specific gravity (S.G.) test performed in…

A:

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-