Determine the percentages of gravel, sand, silt, and clay according to the AASHTO system. Analysis Sieve Number Grain size Percent finer than Sieve 40 0.425 mm 100   80 0.018 mm 96   170 0.090 mm 85   200 0.075 mm 80

Q: the results of the sieve analysis done on a soil are shown below. Determine its classification…

A: Given the sieve analysis results as,  Using the above results, the classification of the soil using…

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

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Q: 4a. What is the uniformity coefficient for this coarse- grained soil? Plot your curve using the…

A: Answer (4a) Calculation of uniformity coefficient Uniformity coefficient is given by Cu = D60D10 D60…

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: Determine the relative density of the sand in the field.

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Q: A soil PSD is given below. The soil fraction passing 425 micron sieve was tested for Atterberg…

A: According to AS1726-2017.The % passing through 0.725mm sieve more than 35% is classified as Fine…

Q: Following the sieve analysis and the specific gravity of "SAND 1", a hydrometer test was performed…

A: The hydrometer test is used to determine the distribution of soil particle sizes that are smaller…

Q: Determine the classification of the soil using USCS method when LL=40 and PI=15

A: Sieve Analysis and Hydrometer Result: Liquid Limit = 40 Plasticity Index = 15 To determine = Type…

Q: To prepare a soil specimen of 500 cc volume having 10% water content and 8% air voids, the volume of…

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Q: The results of the sieve analysis done on a soil are shown below Sieve No. Diameter Soil A 4 4.760…

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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: Q2. The following are the results of a sieve and hydrometer analysis. 1- Draw the grain -size…

A: Data given Find:  Draw the grain -size distribution curve Determine the percentages of gravel,…

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

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Q: Determine the percentage of Clays based on AASHTO Soil classification system for the grain-size…

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

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 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: The soil tested at the laboratory was found that the particle passing sieve No.200 is 89%, retained…

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Q: The following data are the results of a sieve analysis Determine the percentage retained on sieve…

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Q: b. The following data was obtained from Sieve Analysis conducted at a Soil Lab. Using the data given…

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Q: Following are the results of a field unit weight determination test performed by means of the sand…

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Q: Classify the soil using AASHTO Method.

A: AASHTO CLASSIFICATION:

Q: Q. No 1. Solve the following example for D10, D30, D60, coefficient of curvature and coefficient of…

A: Sieve   Mass  % mass Cumulative % % No Sieve size Retained Retained Retained Finer…

Q: The boundary between sand and silt is 5 mm O 0.074 mm O 0.002 mm O 2 mm O 6 mm O

A: given - question on soil mechanics

Q: The most concrete object on the Ladder of Abstraction is a photograph or painting, i.e., the object…

A: True the most concrete object on the Ladder of Abstraction is a photograph or painting, i.e., the…

Q: 4.9 The maximum and minimum dry unit weights of a sand were determined in the laboratory to be 18.31…

A: (4.9)

Q: According to the following Laboratory data: Draw the Particle Size Curve. Determine Cu and Cc from…

A: The given values are as follows For Granulometric testThe Total Weight = 24,077.0 gTo determine Draw…

Q: find the type of given soil data if LL = 20, PL=15 1- by AASHTO method 2- by Unified method sieve…

A: Certainly! Here's the answer rephrased in another way:---Step 1  Here is the revised answer with all…

Q: Sieve No. 4 10 40 200 LL PL Soil A 100 68.5 36.1 18.1 34.8 17.5 Soil B Percentage Passing 91.4 79.5…

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Q: The following are the results of a sieve and hydrometer analysis. Analysis Sieve number/grain size…

A: The grain size distribution curve is obtained from the result of sieve size analysis and it is…

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

A: following table of data from sieve analysis is given:

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

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

Q: Usual types of significant Stone fragments, gravel, and sand Fine Silty or clayey gravel and sand…

A: To Determine Soil classification according to AASHTO soil classification system. Given Sieve number.…

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: 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: Subject

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Q: For a soil specimen, given the following: % passing LL-48%, PL=16%, GI-18.2 classify the soil by…

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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: Question 2 The results of the sieve analysis done on a soil are shown below. Sieve No. Diameter Soil…

A: Given Sieve No, seive diameter, Percentage Passing of soil A through each seive sizes. To Determine…

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: Question 1 The results of the sieve analysis done on a soil are shown below. Sieve No. Diameter Soil…

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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: What is the Summation of cumulative retained percentage for the Gravel * 1.524 2.509 3.424 4.624…

A: Tabulate the following. Sieve No. Amount retained Sand (g) Percent retained sand (g) Cumulative…

Q: What are the percentages by mass of gravel, sand , sily and clay particles in the soil sample…

A: What are the percentages by mass of gravel, sand , sily and clay particles in the soil sample…

Soil engineering for highway design

Soil engineering is a part of geotechnical engineering that deals with the characteristics of soil. It also helps to understand the behavior of the soil in different conditions. The basic concepts of soil are studied to check the strength, compressibility, and porosity of the soil. This makes soil engineering an important topic for civil engineering.