5.4 The sieve analysis of ten soils and the liquid and plastic limits of the fractionpassing through the No. 40 sieve are given below. Classify the soils by theAASHTO classification system and give the group index for each soil.Soil12345678910Sieve analysis-Percent finerNo. 10No. 40No. 20098100100859297100948310080928855756055804892K5080654562308632086Liquid limit Plasticity index385637284325402070292322202816NP211538

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The sieve analysis of ten soils and the liquid and plastic limits of the fraction passing through the No. 40 sieve are given below. Classify the soils by the AASHTO classification system and give the group index for each soil. Soil 1 98 2 100 3 100 4 85 92 97 100 94 83 100 5 6 Sieve analysis-Percent finer No. 10 No. 40 No. 200 7 8 9 10 80 92 88 55 75 60 55 80 48 92 50 80 65 45 62 30 8 63 20 86 Liquid limit Plasticity index 38 56 37 28 43 25 40 20 70 29 23 22 20 28 16 NP 21 15 38

The sieve analysis of ten soils and the liquid and plastic limits of the fraction passing through the No. 40 sieve are given below. Classify the soils by the AASHTO classification system and give the group index for each soil. Soil 1 98 2 100 3 100 4 85 92 97 100 94 83 100 5 6 Sieve analysis-Percent finer No. 10 No. 40 No. 200 7 8 9 10 80 92 88 55 75 60 55 80 48 92 50 80 65 45 62 30 8 63 20 86 Liquid limit Plasticity index 38 56 37 28 43 25 40 20 70 29 23 22 20 28 16 NP 21 15 38

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 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:

Question

5.4 The sieve analysis of ten soils and the liquid and plastic limits of the fraction
passing through the No. 40 sieve are given below. Classify the soils by the
AASHTO classification system and give the group index for each soil.
Soil
1
2
3
4
5
6
7
8
9
10
Sieve analysis-Percent finer
No. 10
No. 40
No. 200
98
100
100
85
92
97
100
94
83
100
80
92
88
55
75
60
55
80
48
92
K
50
80
65
45
62
30
8
63
20
86
Liquid limit Plasticity index
38
56
37
28
43
25
40
20
70
29
23
22
20
28
16
NP
21
15
38

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The sieve analysis of ten soils and the liquid and plastic limits of the fraction passing through the No. 40 sieve are given below. Classify the soils using the AASHTO classification system and give the group indexes. % Passing No. 10: 100 % Passing No. 40: 78 % Passing No. 200: 8 LL = - PL NP (Non-Plastic) Group classification: Blank 1 Group index: Blank 2 Blank 1 Add your answer Blank 2 Add your answer
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Subject: Geotechnical Engineering
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