The result of particle-size distribution of a soil sample is recorded below.Using the AASHTO classification table, determine the following:1. Classification of soil A.2. Classification of soil B.3. Classification of soil C. SieveNo.4102040100200Percentage Finer, %SOIL A92.54154.67241.92330.77614.5817.395Liquid Limit, %Plasticity Index,%SOIL B93.26582.21166.98555.95441.63236.332SOIL A43.5148.541SOIL B58.14224.513SOIL C90.58488.64772.15448.82140.60234.145SOIL C34.12112.685

Answered: Image /qna-images/answer/e7aa32f9-eea6-4ec5-96d5-954e12e0804e.jpg

The result of particle-size distribution of a soil sample is recorded below. Using the AASHTO classification table, determine the following: 1. Classification of soil A. 2. Classification of soil B. 3. Classification of soil C.

The result of particle-size distribution of a soil sample is recorded below. Using the AASHTO classification table, determine the following: 1. Classification of soil A. 2. Classification of soil B. 3. Classification of soil C.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

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: he sieve analysis of soil and the liquid and plastic mits of the fraction passing through the No. 40…

A: ILook at the % passing through No 200:=50%>35%so clay and silt…

Q: ex for each soil. Sieve analysis- Percent finer Li

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: Percent finer (%) 100 90 80 70 60 50 40 30 20 10 0 10 1 A B 0.1 Particle diameter (mm) 0.01 0.001

A: Particle size distribution curve is used for the classification of soil based on percentage passing…

Q: Question: For a given soil, the following are known: Percentage passing No. 4 sieve = 100…

Q: From the given data, shows a sieve analysis of soil samples A and B. Classify the soil according to…

A: The AASHTO Soil Classification System was developed by the American Association of State Highway and…

Q: Classify the soil sample using USDA Textural Classification System if the sample has the following…

A: Given data, Gravel = 8% Sand = 52% Silt = 28% Clay = 11 % To find out the classification of soil…

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

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

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

Q: Q.11.19 Mechanical analysis on four different samples designated as A, B, Cand D were carried out in…

Q: How field identification of clayey soil can be done from silty soil using simpler field tests. Find…

A: Given Data: Percentage of soil passing 75 micron sieve is F=58% Liquid Limit is wL=50% Plastic Limit…

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: 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: Classify the following soils (Table P1.2) according to the unified soil classification system Loose…

A: As per question, three soil samples are choosed and classified by unified soil classification…

Q: plete answer with explanation

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: estion 41 The given datashows a sieve analysis of a soil sample. Classify the soil using AASHTO…

A: The soil sample that has been collected from site must be classified so that designing of foundation…

Q: 3. Soil Classification

A: a.) The expression for coefficient of uniformity is given as Cu=D60D10 Substitute the value in above…

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: The given data shows a sieve analysis of the soil sample. Classify the soil according to AASHTO…

Q: Question Answer Calculate the percentage of sand when the 40 second hydrometer reading is 35 g;…

Q: A laboratory testing campaign has been performed on soil samples within the context of a ground…

A: Sieve size (mm)Mass retained…

Q: Three kinds of experiments for measuring soil permeability coefficient

A: The following methods were used to measure the coefficient of permeability of fine grained and…

Q: 3. Classify the following soils using the Unified Soil Classification System. Give group symbols and…

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: Classify the following soils by using the Unified Soil Classification System (USCS). Give the group…

A: Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the question and…

Q: With the aid of a diagram, explain how sieve analysis is conducted to determine the particle size…

A: The procedure of sieve analysis:

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

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…

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

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: Soil Percent passmg sieve Liquid plasticity sample No 10 No 40 No 200 75 Limit Index 100 25 35 15…

A: AASHTO is generally a Soil Classification System that divides soils into seven different groups,…

Q: 2 Classify these soils according to AASHTO. Include the Group Index. Sieve analysis- Percent finer…

A: Based on data on the grain size distribution and Atterberg limits, the AASHTO system assigns a soil…

Q: 1. Sieve analysis data for two inorganic soils are provided in Table 1. Soil 1 has LL = 64 and PL =…

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

Q: Pycnometer test has been carried out for the determination of specific gravity of soil solids and…

Q: Classify the following soils using the Unified soil classification system. Give group symbols and…

A: USCS soil clsssification:Look at the % passing through sieve no 200=76>50%⇒FINE GRAINED SOIL

Q: 3. Following are the results of a sieve analysis from laboratory activity. Show the necessary…

Concept explainers

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.

Question

The result of particle-size distribution of a soil sample is recorded below.

Using the AASHTO classification table, determine the following:

1. Classification of soil A.

2. Classification of soil B.

3. Classification of soil C.

Sieve
No.
4
10
20
40
100
200
Percentage Finer, %
SOIL A
92.541
54.672
41.923
30.776
14.581
7.395
Liquid Limit, %
Plasticity Index,
%
SOIL B
93.265
82.211
66.985
55.954
41.632
36.332
SOIL A
43.514
8.541
SOIL B
58.142
24.513
SOIL C
90.584
88.647
72.154
48.821
40.602
34.145
SOIL C
34.121
12.685

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1: Given

Step 2: Solution

Step 3: Solution

Solution

Step by step

Solved in 4 steps with 3 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Question 5 Classify the following soils using the Unified soil classification system. Give group symbols and group names. % Passing No. 4: 100 % Passing No. 200: 86 LL = 55 PL = 28 Group Symbol: Blank 1 Group name: Blank 2 Blank 1 Add your answer Blank 2 Add your answer
???
Following results are obtained from particle size analysis: Uniformity coefficient = 8 Coefficient of curvature = 2.8 Percentage of soil passing through 4.75 mm IS sieve = 70% If liquid limit and plastic limit for the soil are 38% and 34.2% respectively, the soil can be classified as per IS soil classification?
Geotechnical engineering
Classify the following soils by the AASHTO classification system. Give the group index for each soil.
18. The results for sieve analysis is shown in the following table: Sieve No. 4 10 20 40 60 100 200 % Passing 69.3 59.1 48.3 38.5 28.4 19.8 4.5 Liquid Limit Plastic Limit Non-Plastic (NP) Non-Plastic (NP) a. Determine the classification of soil according to AASHTO. b. Determine the classification of soil according to USCS.
1. The following results were obtained in a sieve analysis for three different soils. Classify the soils according to the AASHTO classification system. Soil 1 2 3 No. 10 79 80 95 Percent passing No. 401 62 60 78 No. 200 6 33 45 L.L. 38 36 P.L. N.P. 29 16
The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Sieve No. Diameter Percent Passing 4 4.760 100 6 2.380 91 10 2.000 88 20 0.840 76 40 0.420 55 60 0.250 50 100 0.150 47 200 0.075 46 Characteristics of No. 40 Fraction LL 50 PL 34
Subject: Geotechnical Engineering
Given the sieve analysis and plasticity data for five soils, classify the 5 soils according to Unified Soil Classification System (USCS) and AASHTO soil classification system. Explain your steps for each soil sample classifications.
7. The LL and PL of a soil sample were determined to be 53.2 and 33.7, respectively. Classify the soil sample according to the AASHTO system and determine its group index if: % passing #200 = 56.3 % passing #40 = 68.9 % passing #10 = 89.2
The results of a compaction test on the sample of soil that are to be listed are to be used for an embankment on a highway project are listed below . Determine the maximum dry unit weight of compaction and the optimum moisture content. The table is shown in image