Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN: 9781305970939
Author: Braja M. Das, Khaled Sobhan
Publisher: Cengage Learning
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Chapter 5, Problem 5.3P
To determine
The classification of each soil based on AASTHO classification and provides the group index for each soil.
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Classify the following soils by the AASHTO classification system. Give the group index for each soil.
Complete solution please with the tables and graphs.
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
Classify the following soils by using Unified Soil Classification System. Give the group symbols and the group names.
Chapter 5 Solutions
Principles of Geotechnical Engineering (MindTap Course List)
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- Classify the following soils using the AASHTO classification system. Give group indexes as well.arrow_forwardFollowing details regarding the particle size distribution and other index properties pertinent to the classification of soil. Choose three soils and classify each soil according to USCS and AASHTO classification systems. When necessary, assume Cu = 4.48 and Cc = 1.22.arrow_forwardFor the data below, classify the soils according to USCSarrow_forward
- 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 16arrow_forwardClassify all the soils in 5.8 using unified soil classification system. Give group symbols and the group namesarrow_forwardClassify the soils given in Problem 2.6 by the Unified Soil Classification System and determine the group symbols and group names.arrow_forward
- Given the following information, calculate the group index and classify each of these soils into the proper subdivision of the AASHTO classification systemarrow_forward4. 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 Nonplasticarrow_forwardthe grain-size curves for soils A 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?arrow_forward
- ITEM 1 Classify the soil below using USDA textural classification. 1 Particle-Size Distribution (8) Soil Gravel Sand Silt Clay 24 30 30 16arrow_forwardProblem 4 Classify the following soils by AASHTO classification system. Give group index for each soil. Sieve Analysis- Percent Finer # 40 Soil LL PL # 10 # 200 98 80 72 52 31 90 74 58 38 26arrow_forward. Classify the following inorganic soils by using the Unified Soil Classification System. Give the Group Symbols, but it is not necessary to go beyond that to the group name.arrow_forward
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