Determine the percentage of Clays based on AASHTO Soil classification system for the grain-size characteristics of a soil are given as follows: Round off your answer to two (2) decimal places. Size (mm)             Percent Finer 0.850                           100.00 0.425                           92.10 0.250                           85.80 0.150                           77.30 0.075

Q: The particle characteristics of a soil are given below. Size (mm) Percent finer ( % ) 0.850 100…

A: As per USDA system -  For Gravel > 2mm = 0%   For Sand (2mm to .05mm) -  using the interpolation…

Q: draw the particle size distribution curve for the given table using excel.

A: To Determine draw the particle size distribution curve for the given table using excel

Q: 12. Situation 12 - The given data shows the sieve analysis of three soil samples.   a. Compute for…

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Q: Classify the following soils by using the Unified Soil Classification System. Give the group symbols…

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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: Classify the following soil using both USCS and AASHTO systems. (SHOW ALL YOUR WORK). LL = 63%, and…

A: Given:- The percent passing through the different sieves of soil is given The liquid limit of the…

Q: Sieve Soil A Soil B 3/4 in. 100 3/8 in 95 No. 4 85 --- 100 75 16 94 63 30 70 51

A: Data given Sieve Sieve size (mm) Percentage Finer Soil A Soil B 3/4 in 19   100 3/8 in 9.5…

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

A: USDA Textural ClassificationThis system is based entirely on the GSD of a given soil sample Soil…

Q: Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter Percent…

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Q: Classify the soil using USCS. Justify your statement. Choices: CL (lean clay with gravel) CL (lean…

A: Here to classify soil using USCS

Q: Classify the soil according to ASTM-CS

A: The soil is classified into fine-grain soil or coarse grain soil based on the soil passing through…

Q: Classify the soil based on the USDA Triangular Chart Method 100 10 90 20 80 30 70 - Clay 40 60 7 50…

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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: For a sample of soil, the following grain size characteristics are given: Sieve No. Percent Passing…

A: AASTHO classification system

Q: Please answer this problem using the AASHTO system. NOT the MIT system. Thank you! The particle…

A: The given data is shown below:

Q: The sieve analysis of 3 soils and the liquid and plastic limits of the fraction passing a no. 40…

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Q: and B is shown in the figure. it is required to classify the soils according to the unified soil…

A: USCS ILook at the % passing through sieve no 200=5<50%⇒COARSE GRAINED SOILIILook at the % passing…

Q: The given data shows a sieve analysis of soil samples A, B and C. Percent Sieve Diameter Finer No.…

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Q: The particle size characteristics of a soil are given in the table. Using MIT method, determine:…

A: Given data,

Q: Please answer the question in the picture and show all of your work.

A: i hope its helpful.thank you

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: From the results of a sieve analysis given below compute for the coefficient of gradation Sieve No.…

A: 1) Soil weight= 0+40+60+89+140+122+210+56+12 =729 g

Q: What is the percentage of sand in SOIL B?

A: Given Percent passing from sieve  Required  Percentage of sand in soil B

Q: Classify the following soils using the U.S. department of Agriculture textural classification chart.

A: The USDA classification chart is shown below: The following procedure is followed for classfying…

Q: 2. The result of sieve analysis of three soils is given. It is required to classify these soils…

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Q: The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method.

A: To Determine Classification of the given soil data according to AASHTO soil classification system.…

Q: Determine the percentage of Silts and Clays based on USCS for the grain-size characteristics of a…

A: First need to draw grain size distribution curve in semi log graph between sieve size on x axis and…

Q: SAND Medium Coarse| T Coarse Fine Fine # 200 # 4 3" 100 90 80 70 1. %3D B 50 %3D 40 %3D %3D 30 20…

A: Given- LL=30PL=25

Q: (g) Classify the soils according to AASHTO.

A: The given soils has to be classified according to AASHTO

Q: Sieve No. Diameter Percent Passing % 4 4.750 97 10 2.000 80 20 0.850 72 40 0.425 43 60 0.250 27 100…

A: We have to find the coefficient of uniformity

Q: 4. The result of sieve analysis of three soils is given. It is required to classify these soils…

A: Given, To determine, to classify these soils according to the AASHTO Classification system

Q: Classify the described below. The result of the particle-size analysis of soil are as follows: %…

A: Given data:  %Passing #10 sieve=100 %Passing #40 sieve=80 % Passing #200 sieve = 55

Q: The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Sieve…

A: iLook at the % passing through No 200=39%>35%so Clay-silt material

Q: The particle size characteristics of a soil are given in the table. Using USDA method, determine:…

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Q: Determine the percentage of gravel for the grain-size characteristics of a soil are given as…

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Q: Classify the following soils in the AASHTO classification system. Soil Sieve analysis - Percent…

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Q: 100 01 0.01 0.001 0.0001 Diameter (mm) Figure 1 Grain size distribution Table 1. Soil properties…

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Q: 1. Classify the following soil: Soil A and E using the U.S. Department of Agriculture textural…

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Q: The results of the particle-size analysis of a soil are as follows. Classify the soil by the AASHTO…

A: Sieve analysis data of a soil. We need to classify the soil based on AASHTO soil classification…

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: Determine its classification using USCS.

A: GEO TECHNICAL ENGINEERING- SOIL CLASSIFICATION

Q: Using the Unified Soil Classification System classify the following three soils: Sieve size Soil 1…

A: Solution: The unified soil classification depends on the percentage of soil passing through NO. 200…

Q: Yiren was given a soil sample which yields the following passing percentage for different sieves.…

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Q: Following results are obtained from particle size analysis: Uniformity coefficient = 8 Coefficient…

A: Uniformity Coefficient = 8  Coefficient of curvature = 2.8  Percentage of soil passing through 4.75…

Q: 15. After conducting the grain size distribution analysis of the sand soil samples, following graph…

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Soil classification and characteristics

Soil classification is a method of categorizing soil based on its properties, types, and uses. The motive of soil classification is to arrange various types of soils and divide them into groups for various engineering and agricultural purposes. Soil classification is carried out by various agencies as per their purposes. From an engineering perspective, soil classification is done to find out the suitability of soil for various construction purposes like the construction of dams, foundations, highways, infrastructures, and so on. For engineering purposes, the soil is classified by the following systems: