The given data shows a sieve analysis of soil samples A, B, and C. Classifyeach of the soil samples using all applicable methods.Soil Samples(Percent Passing)DiameterSieve No.(mm)AB44.7601009010082.3809764100102.000925498200.840873492400.420532284600.2504217791000.14926702000.07417463Characteristics of particles passing #40 sieveLiquid Limit3547Plastic Limit2024

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The given data shows a sieve analysis of soil samples A, B, and C. Classify each of the soil samples using all applicable methods. Soil Samples (Percent Passing) Diameter Sieve No. (mm) A В 4 4.760 100 90 100 8 2.380 97 64 100 10 2.000 92 54 98 20 0.840 87 34 92 40 0.420 53 22 84 60 0.250 42 17 79 100 0.149 26 9. 70 200 0.074 17 4 63 Characteristics of particles passing #40 sieve Liquid Limit 35 47 Plastic Limit 20 24

The given data shows a sieve analysis of soil samples A, B, and C. Classify each of the soil samples using all applicable methods. Soil Samples (Percent Passing) Diameter Sieve No. (mm) A В 4 4.760 100 90 100 8 2.380 97 64 100 10 2.000 92 54 98 20 0.840 87 34 92 40 0.420 53 22 84 60 0.250 42 17 79 100 0.149 26 9. 70 200 0.074 17 4 63 Characteristics of particles passing #40 sieve Liquid Limit 35 47 Plastic Limit 20 24

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

The given data shows a sieve analysis of soil samples A, B, and C. Classify
each of the soil samples using all applicable methods.
Soil Samples
(Percent Passing)
Diameter
Sieve No.
(mm)
A
B
4
4.760
100
90
100
8
2.380
97
64
100
10
2.000
92
54
98
20
0.840
87
34
92
40
0.420
53
22
84
60
0.250
42
17
79
100
0.149
26
70
200
0.074
17
4
63
Characteristics of particles passing #40 sieve
Liquid Limit
35
47
Plastic Limit
20
24

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Question 42 The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Tables are provided below. Sieve No. Diameter (mm) Percent Passing No. 4 4.760 100 No. 8 2.380 88 No. 10 2.000 69 No. 20 0.840 61 No. 40 0.420 56 No. 60 0.250 43 No. 100 0.150 19 No. 200 0.075 9. Characteristics of No. 40 Fraction LL PL General classification Granular materials (35% or less of total sample passing No. 200) A-1 A-2 Group classification A-1-a A-1-b A-3 A-2-4 A-2-5 A-2-6 A-2-7 Sieve analysis (percent passing) No. 10 50 max. No. 40 No. 200 30 max. 15 max. 50 max. 25 max 51 min. 10 max. 35 max. 35 max. 35 max 35 max. Characteristics of fraction passing No. 40 Liquid limit. Plasticity index 40 max. 41 min. 40 max. 41 min. 6 max NP 10 max. 10 max. 11 min. 11 min. Usual types of significant constituent Stone fragments. gravel, and sand Fine Silty or clayey gravel and sand sand materials SUS F1 F2 F3 F4 FS F6 F7 F8 24 4 % & 5 R Y 因

Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter Percent Passing % 4 4.750 96 10 2.000 90 20 0.850 66 40 0.425 39 60 0.250 26 100 0.150 14 200 0.075 5 Pan --- 0 Determine the value of the coefficient of uniformity. Round off to three decimal places.
Plz, solve this problem as detail. Geotechnical Engineering-1
The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Sieve No. Diameter Soil A 4 4.760 96 8 2.380 80 10 2.000 78 20 0.840 61 40 0.420 56 60 0.250 48 100 0.150 39 200 0.075 33 Characteristics of No. 40 Fraction LL 46 PL 31
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Subject: Geotecnical Engg
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The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Sieve No. Diameter Soil A 4 4.760 80 8 2.380 71 10 2.000 69 20 0.840 63 40 0.420 57 60 0.250 43 100 0.150 40 200 0.075 39 LL 36 PL 21
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The results of a sieving analysis are given below. Using these data, prepare a grain size distribution curve for this sample and assess whether the sample is well graded or poorly graded. What would be reasonable porosity values for this sample?
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