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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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. Tables are provided below. Sieve No. Diameter (mm) Percent Passing No. 4 4.760 100 No. 8 2.380 100 No. 10 2.000 95 No. 20 0.840 81 No. 40 0.420 74 No. 60 0.250 69 No. 100 0.150 55 No. 200 0.075 51 Characteristics of No. 40 Fraction LL 48 PL 40 A. A-5(3) B. A-7-5(4) C. None of these. D. A-5(4) E. A-7-6(3)
QUESTION 2 a. The results given in Table 1 were obtained in a particle size distribution test for soil sample received in the laboratory. Table 1 US Sieve No. Size Opening(mm) Weight Retained(g) 4 4.75 0 10 2.0 18.5 20 0.85 53.2 40 0.425 90.5 60 0.25 81.8 100 0.150 92.2 200 0.075 58.5 Pan - 26.5i. Determine the percentage passing each sieve and plot the particle size distribution curve. ii. How much fine-grained soils are in the sample ? iii. Determine the amount of gravel and sand in the sample ? iv. Determine D10, D30, and D60 from the grain-size distribution curve. v. Calculate the uniformity coefficient, Cu. vi. Calculate the coefficient of gradation, Cc. vii. Describe the gradation curve (eg poorly graded)
2.3 The following are the results of a sieve analysis: Mass of soil retained (g) U.S. sieve no. 4 10 20 40 60 100 200 Pan 28 42 48 128 221 86 40 24 ⒸCengage Leaming 2014 a. Determine the percent finer than each sieve and plot a grain-size distribution curve. b. Determine D10, D30, and D60 from the grain-size distribution curve. c. Calculate the uniformity coefficient, C₁- d. Calculate the coefficient of gradation, C.
Subject soil Mechanics
Problem 2 A sample was shaken through a nest of sieves and the results are obtained. The initial soil mass of the soil sample is 500g. Draw the particle size distribution curves and interpret the graph. Mass Retained Sieve No. Diameter (mm) (gram) 4 4.75 0 10 2.00 40.2 20 0.85 84.6 30 0.6 50.2 40 0.425 40.0 60 0.25 106.4 140 0.106 108.8 200 0.075 59.4 Pan 8.7 Determine the: 6. Percentage Loss in Soil Mass 7. Particle Size (%Gravel, % Sand, % Silt and %Clay) according to USCS 8. Effective Grain Size (D10) 9. Coefficient of Uniformity (Cu) 10. Coefficient of Curvature/Gradient (Cc)
Subject: Geotechnical Engineering
Soil
1. From the given data, shows a sieve analysis of soil samples A and B SIEVE PERCENT NO. PASSING SOIL SOIL A B 4 100 100 8. 97 90 10 92 77 20 87 59 40 53 51 60 42 41 100 26 35 200 17 33
SG is 2.66 and temperature is 18 degrees celcius
Problem 4: The following are the results of a sieve analysis. a. Determine the percent finer than each sieve and plot a grain-size distribution curve. b. Determine D10, D30, D60, for the soil. c. Calculate the uniformity coefficient Cu. d. Calculate the coefficient of gradation Cc. U.S. Sieve N 4 10 20 40 60 100 200 Pan U.S. Sieve N Mass of Soil Retained (g) Problem 5: Repeat problem 4 with the following data. 4 6 10 20 40 60 100 200 Pan 0 18.5 53.2 90.5 81.8 92.2 58.5 26.5 Mass of Soil Retained (g) 0 0 0 9.1 249.4 179.8 22.7 15.5 23.5
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 81 20 0.850 72 40 0.425 50 60 0.250 27 100 0.150 14 200 0.075 5 Pan --- 0 Determine the value of the coefficient of gradation/curvature.