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Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN: 9781305635180
Author: Braja M. Das, Nagaratnam Sivakugan
Publisher: Cengage Learning
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Chapter 4, Problem 4.3P
To determine
Find the classification of the soil by the AASHTO classification system and provide group indices.
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1. Classify the following soils by using the USDA's textural classification chart.
Soil
Particle-size Distribution (%)
A
B
C
D
E
Gravel
0
0
10
20
15
Sand
25
5
20
40
32
Silt
65
7
35
22
25
Clay
10
88
30
18
28
4. Classify the following soils by the AASHTO classification
system.
Description
Soil A Soil B
Soil C
Percent finer than No.10 sieve
83
100
48
Percent finer than No.40 sieve
48
92
28
Percent finer than No.200 sieve 20
86
6.
Liquid Limit
Plasticity Index
20
70
32 Nonplastic
Classify the following soils by using the USDA's textural classification chart
Particle - size distribution (%)
Clay
60
Soil
Gravel
Sand
Silt
A
8
32
B
24
30
30
16
Chapter 4 Solutions
Fundamentals of Geotechnical Engineering (MindTap Course List)
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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
- PROBLEM No. 2 Classify the following soils by the AASHTO classification system: Soil A Soil B Soil C Percent finer than #10 sieve 83 100 48 Percent finer than #40 sieve 48 90 28 Percent finer than #200 sieve 20 86 6 Liquid limit Plasticity Index 20 65 5 32 non plasticarrow_forwardGive me right solution with clear steps according to the question... This is the single question.. Give me complete solutionarrow_forwardSoil Classifications Classify the following soils by the AASHTO classification system. Description Soil A Soil B Soil C Percent finer than No. 10 sieve 83 100 48 48 92 28 Percent finer than No. 40 sieve 20 86 6 Percent finer than No. 200 sieve 20 70 Liquid limit Plasticity index 32 Nonplasticarrow_forward
- 2. Classify the following soils by the AASHTO classification system. Give the group index for each soil. Show the step-by-step process of classifying each soil using the AASHTO table. Soil A B C Sieve analysis- Percent finer No. 40 No. 10 90 86 42 92 90 28 68 48 No. 200 32 8 12 30 22 Liquid 28 NP 18 42 Plasticity index 9 in oarrow_forwardCan i get some help with this soils questionarrow_forward1. Classify the following soils by using the USDA's textural classification chart. Soil Particle-size Distribution (%) A B C D E Soil A B C DE 2. Classify the foloowing soils according to the AASHTO classification system and give the group indices. Liquid Limit A B C D E Gravel 0 0 10 20 15 No. 10 92 90 100 72 100 No. 4 100 88 72 89 71 Sieve Analysis, % Finer No. 40 Sand 25 5 20 40 32 % Finer 81 70 92 61 85 No. 200 64 26 34 65 11 No. 200 52 34 78 33 71 Liquid Limit 28 38 29 44 32 Silt 65 7 35 22 25 Plastic Limit 10 20 14 23 16 29 37 61 35 55 3. Classify the following soils by using Unified Soil Classification System. Give the group symbols and the group names. Soil Uniformity Coefficient ---- ---- Clay 10 88 30 18 28 ---- 4.8 Plasstic Limit 16 3222 30 26 21 Coefficient of Gradation ---- ---- ---- ---- 2.9arrow_forward
- Classify Soil C using the followingarrow_forwardClassify the following soils by the AASHTO classification system. Sieve Analysis- Percent Finer Plasticity Index Liquid Limit Soil No.10 No.40 No.200 A 92 68 30 42 18 90 48 22 31 A) AASHTO CIlassification for Soil A B) Group Index for Soil A C) AASHTO CIlassification for Soil B D) Group Index for Soil Barrow_forwardClassify Soil C using the following: a) AASHO b) USCS c) USDA if the composition of the soil is: a. 2% Gravel b. 35% Sand c. 50% Clay d. 13% Siltarrow_forward
- Given the following information, calculate the group index and classify each of these soils into the proper subdivision of the AASHTO classification system Sieve Analysis Sample No 1 2 Percent Passing # 10 100 100 Characte ristics of soil binder # 40 97.5 46.2 #200 56.1 15.9 LL 62.3 16.9 PI 12.7 NParrow_forwardClassify the following soils using the AASHTO classification system. Give group indexes as well.arrow_forwardClassify soils A, B, C, and D based on the USCS (ASTM D2487 – 17) indicating the symbol and soil description. Additionally, classify the soils according to the AASHTO Soil Classification System indicating the name of the soil group as well as the GI. Sieve Opening (mm) Percent Passing (%) Soil D Soil C Sieve Number Soil A Soil B No. 4 4.750 78 75 60 78 88 88 No. 10 2.000 75 75 75 No. 18 1.000 60 60 60 No. 30 0.600 45 45 45 45 No. 40 0.425 30 30 30 30 No. 60 0.250 22 22 22 22 No. 100 0.150 15 15 15 15 No. 140 0.105 10 10 10 14 No. 200 0.075 8. 4 13 LL 60 60 20 20 PL 25 35 14 14arrow_forward
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