2.3 The following are the results of a sieve analysis: Mass of soil retained (g) 28 42 48 U.S. sieve no. 4 10 20 40 60 100 200 Pan 128 221 86 40 24 ⒸCengage Learning 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, C d. Calculate the coefficient of gradation, C.

2.3 The following are the results of a sieve analysis: Mass of soil retained (g) 28 42 48 U.S. sieve no. 4 10 20 40 60 100 200 Pan 128 221 86 40 24 ⒸCengage Learning 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, C d. Calculate the coefficient of gradation, C.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Based on the below data from a sieve analysis test, what is the cumulative percent passing 630µm…

A: Cumulative percent passing 630 microne sieve= = (Cumulative mass retained on smaller size sieve /…

Q: draw the particle size distribution curve for the given table using excel.

A: To Determine draw the particle size distribution curve for the given table using excel

Q: QUESTION ONE A particle size distribution curve is given in the figure below Classify the soil using…

Q: 1. Calculate D10 and Cu for graph "B". Indicate if the sample is well or poorly graded. Explain your…

A: Particle size distribution curve is given. We need to calculate D10 and Cu for soil A and B

Q: For a sample of soil, the following grain size characteristics are given: Sieve No. Percent Passing…

A: AASTHO classification system

Q: Compute for the percent gravel, sand and finer as per USCS-ASTM A soil specimen (SOIL A) was…

A: sieve size in mm wt retained cumulative wt retained total wt passed % finer in % 4.75…

Q: 2.2 U.S. sieve no. 4 10 20 40 60 80 100 200 Pan Mass of soil retained (g) 0 44 56 82 51 106 92 85 35…

A: Sieve analysis is given for a soil. The particle size distribution curve can be drawn for the soil…

Q: U.S Sieve No Opening (mm) Mass of soil retained (g) 4 4.75 28 10…

A: KINDLY NOTE, as per our company guidelines we are supposed to answer only first sub-parts. Kindly…

Q: 2.2 U.S. sieve no. 4 10 20 40 60 80 100 200 Pan Mass of soil retained (g) 0 44 56 82 51 106 92 85 35…

A: Given, Sieve analysis data of soil NOTE : As per guidelines, first question along with all…

Q: A plastic limit test has been performed on a soil. Threads of the soil that broke at a diameter of…

A: The mass of the wet soil is calculated by subtracting the mass of the can from the mass of the soil…

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

2.3 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.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1: Given

VIEW

Step 2: Calculation

VIEW

Step 3: D10, D30, D60

VIEW

Solution

VIEW

Step by step

Solved in 4 steps with 13 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

i need the answer quickly
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)
Someone can help me with this one. Please
Q.2) Answer the following question. 1- The sieve analysis below was done for which type Weight of sample = 2000gm Sieve size in. (mm) 3/8" 9.5 mm No.4 4.75 mm No.8 2.36 mm No.16 1.18 mm No.30 0.6 mm No.50 0.3 mm No.100 0.15 mm Pan Percent Weight retained (g) retained 0 2000*100 94 →0 Klcc→ -2000 4032000X100 358-2009 08 72 2212000x100 Percent cumulative @ 4.7 20 i 75 982 57 360 72000 Alco isies 39 492-20000 24.614 · 100 > 95 3 of aggregate. Percent passing 0 5 25 уз 61 86 97 317 ASTM Limit 100 95_100 80_100 40 85 25_60 10_30 2_10
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
2.8 2.7 The following are the results of a sieve and hydrometer analysis. Sieve number/ grain size Analysis Sieve Hydrometer Analysis Sieve 40 80 170 200 0.04 mm 0.02 mm 0.01 mm 0.005 mm 0.0015 mm Hydrometer Sieve number/ grain size Percent finer than a. Draw the grain-size distribution curve. b. Determine the percentages of gravel, sand, silt, and clay according to the MIT system. c. Repeat Part b according to the USDA system. d. Repeat Part b according to the AASHTO system. Repeat Problem 2.7 with the following data: 20 30 40 60 80 200 0.05 mm 0.03 mm 0.015 mm 0.006 mm 0.004 mm 0.0015 mm 100 96 85 80 59 39 26 15 8 Cengage Learning 2014 Percent finer than 100 96 90 76 65 34 27 19 11 7 6 5 Ⓒ Cengage Learning 2014