2.6 The laboratory test results of six soils are given in the following table. Classify the soils by the AASHTO Soil Classification System and give the group indices. Sieve Analysis-Percent Passing Soil Sieve No. C D A в 100 100 80 4 95 95 90 100 94 100 94 10 95 80 40 82 61 54 79 76 86 200 Liquid limit Plastic limit 65 55 64 33 76 42 38 NP 35 38 52 26 25 NP 26 25 28 *NP = nonplastic %3!

2.6 The laboratory test results of six soils are given in the following table. Classify the soils by the AASHTO Soil Classification System and give the group indices. Sieve Analysis-Percent Passing Soil Sieve No. C D A в 100 100 80 4 95 95 90 100 94 100 94 10 95 80 40 82 61 54 79 76 86 200 Liquid limit Plastic limit 65 55 64 33 76 42 38 NP 35 38 52 26 25 NP 26 25 28 *NP = nonplastic %3!

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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

2.6 The laboratory test results of six soils are given in the following table. Classify the
soils by the AASHTO Soil Classification System and give the group indices.
Sieve Analysis-Percent Passing
Soil
Sieve No.
C D
A
B
4
100
95
100
95
80
95
100
94
100
10
80
90
94
40
82
61
54
79
76
86
200
33
65
42
55
38
25
64
76
Liquid limit
Plastic limit
NP
35
38
52
26
NP
26
25
28
*NP = nonplastic

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Subject: Geotechnical Engineering
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