and B is shown in the figure. it is required to classify the soils according to the unified soil classification system. use AASHTO classification system. what is the effective grain size of soil A? what is the coefficient of curvature of soil A? what is the classification of soil A according to AASHTO?

Q: The sieve analysis of six soils and the liquid and plastic limits of the fraction passing through…

A: As per our guidelines, we are supposed to solve for the first three sub-parts, kindly submit others…

Q: Question 3 Classify the following soils using the Unified soil classification system. Give the group…

A:

Q: Particle size analyses were carried out on two soils-Soil A and Soil B-and the particle size…

A: Given: Particle size distribution curve of two soils A and B Atterberg limits are as follows…

Q: Classify the following soils by the AASHTO classification system: Soil A Soil B Soil C Percent finer…

A: For soil A:  The percentage passing is having less than 35 for number 200 sieve,which is satisfying…

Q: Both soil classification systems, AASHTO and Unified (ASTM), are based on the texture and…

A: In AASHTO and Unified (ASTM) soil is mainly divided into two categories namely fine grained and…

Q: Classify the following soils by the AASHTO classification system. Give the group index for each…

A:

Q: 100 10 90 20 80 30 70 percent CLAY 60 Clay 40 реrcent SILT 50 50 Silty clay 40 Sandy clay 60 Silty…

A:

Q: 2.6 The laboratory test results of six soils are given in the following table. Classify the soils by…

A: Given:- The laboratory test results of six soil are given  To determine:-  Classify the soils by the…

Q: a.) Determine the approximate effective size of the soil b.) Determine the approximate coeffiscient…

A:

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

A: Given:- The percent passing through different sieves of two soils i.e. Soil A and Soil B is given…

Q: Question 16 Classify the following soils using the Unified soil classification system. Give the…

A: Given No. 4 = 100 No. 200 = 86 LL = 55 PL = 28

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: 19. The following results were obtained from sieve analyses of two soils: Sieve no. Soil A Opening…

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

Q: Below, we have the particle size distributions for two sils A and B. Classify the soils according to…

A: Textural classification is given by u.s. public roads and administration.  Which is based on the…

Q: plete answer with explanation

A:

Q: Problem 2 Classify the soil using USCS system. Give the group symbols and group names. Soil Sieve…

A: For soil 'e' (I) since % finer #200 is 11% , So the soil is course grained soil. (II) as % finer #4…

Q: 4.3 Classify the following soils by using the Unified soil classification system. Give the group…

A: Soil 1:% Passing No.200= 30<50 (coarse grained soil)%Passing No.4=70>50 (sands)Plot in…

Q: Difference between index properties of a soil and classification tests.

A: Index properties are properties that are not of utmost significance to geotechnical engineers but…

Q: The sieve analysis of ten soils and the liquid and plastic limits of the fraction passing through…

A:

Q: Problem 16 – 20. Classify the soils by USCS Sieve analysis, % finer Liquid limit Plasticity index…

A:

Q: Question 10 Classify the following soils using the Unified soil classification system. Give group…

A:

Q: Classify the following soils using ASTM D 2487. Describe step by step procedure for each sample .…

A: D60=60% of particles passing through =0.5D10=10 % of paricles passing through sieve=20d30=30 % of…

Q: 2. The following results were obtained in a sieve analysis for three different soils. Classify the…

A: Given, Sieve analysis data for different soils    To find : Classify  soil as per AASHTO…

Q: Problem 4: Using USCS Method and the charts provided, classify the following soil = 23%, Percent…

A:

Q: 1. Classify the soil using USDA triangular texture classification with the following data: Sand-…

A:

Q: The sieve analysis of four soils and the liquid and plastic limits of the fraction passing through…

A: 1: Sieve NO 200 passing =58% >35% It is Silt-Clay material L.L=30 P.L=20 P.I=30-20=10   Sieve NO…

Q: Classify the following soils by the Unified (USCS) and AASHTO methods. Where necessary, assume CU =7…

A:

Q: w. Classify the soils using the AASHTO

A:

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: Particle size analyses were carried out on two soils and the data are shown below. The liquid and…

A:

Q: 1. Classify the following soils by using the USDA's textural classification chart. Soil…

A: Soil A classification = Silty loam

Q: Q#1 The following are the results of different tests on soil samples are provided in the following…

A:

Q: Sieve Size 80 63 50 40 20 10 4.75 2 1 0.5 0.25 0.16 0.08 LL PL (mm) PI Passing 100 100 100 100 100…

A:

Q: Problems 5.1 Classify the following soils using the U.S. Department of Agriculture textural…

A: The USDA classification chart is shown below: The soils are classified by following the steps…

Q: Data shown is to be classified according to the USDA textural classification system. Determine the…

A:

Q: Briefly explain why do we perform both sieve and hydrometer analysis for classification of…

A: The flow of fluid includes movement of an unbalanced fluid. As long as unequalled forces are in…

Q: Classify the following soils using ASTM D 2487. Describe step by step procedure for each sample .…

A:

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

A:

Q: 5.1 Classify the following soil using the U.S. Department of Agriculture textural classi- fication…

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

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

A:

Q: 1. Sieve analysis data for two inorganic soils are provided in Table 1. Soil 1 has LL = 60 and PL =…

A: Sieve analysis data for two soils are given. We need to determine effective grain size D10 for soil…

Q: Particle size analysis and Atterberg limits were performed for Soils C and D. Results are given in…

A: Soil C: F200=88%>35%,the soil is fine-grained(silt or clay) LL=26%,PL=8%Using plasticity chart of…

Q: Classify the following soils using the USC System. Sieve analysis % finer Soils 12345 #4 95 88 100…

A: USC classification system was developed by Casagrande. In USC system of soil classification, fine…

Q: Question 5 Classify the following soils using the Unified soil classification system. Give group…

A:

Q: Classify the following soils using ASTM D 2487. Describe step by step procedure for each sample .…

A:

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: