U.S Sieve No Opening Mass of soil retained (g) (mm) 4 10 20 40 60 100 200 Pan 4.75 2.00 0.85 0.425 0.250 0.150 0.075 28 42 48 128 221 86 40 24 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, Cu. d. Calculate the coefficient of gradation, Cc. e. Classify the soil by AASHTO and USCS system. (LL = 30, PL = 10)

U.S Sieve No Opening Mass of soil retained (g) (mm) 4 10 20 40 60 100 200 Pan 4.75 2.00 0.85 0.425 0.250 0.150 0.075 28 42 48 128 221 86 40 24 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, Cu. d. Calculate the coefficient of gradation, Cc. e. Classify the soil by AASHTO and USCS system. (LL = 30, PL = 10)

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: Do the following: a) Calculate the percent retained and percent passing each sieve, and graph the…

Q: Problem 5: Hydrostatic Pressure Consider the swimming pool light fixture shown below. It has a…

A: Given data,D=Dia=15cm=0.15mR=radius=mz=depth=2.5mFINDvertical hydrostatic force (N)

Q: The mass of the container plus sand inside is 590 g. During the sand specimen preparation, you…

Q: Consider the grain size gradation curve for the soil shown in the image below and classify the soil…

A: Look at the % passing through sieve no 200=20<50%⇒COARSE GRAINED SOIL

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: 1. Forestland clay has a density of 2150 kg/m3 and the values for the volume shape factor and…

Q: 4. Given: Vicat test data for a cement paste sample, Find: a. The initial set time, b. The final set…

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: Determine the following: a.) %F2,F3,F4,F5,F6,F7,F8 Assuming that D60 = 0.297; D30 = 0.172; D10 =…

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 1000g of sand has been soaked for at least 24hours prior to lab. After drying the sample to…

A: Solution: Given data: i) weight of the sand sample taken = 1000 g ii) W1 = sample 1 + can 1 = 800 g…

Q: he following results were obtained from sieve analysis a - Determine the percent finer than each…

A: D10= Diameter corresponding to 10% finer in the grain size distribution (Effective size).…

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

U.S Sieve No Opening Mass of soil retained (g)
(mm)
4.75
4
10
20
40
60
100
200
Pan
2.00
0.85
0.425
0.250
0.150
0.075
28
42
48
128
221
86
40
24
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, Cu.
d. Calculate the coefficient of gradation, Cc.
e. Classify the soil by AASHTO and USCS system. (LL = 30, PL = 10)

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

Step 2:

Step 3:

Step 4:

Step by step

Solved in 4 steps with 2 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

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)
EXERCICE 4 Sieve analysis was performed from which the results were summarized in the following table. 1 a) Plot the grain size curve b) Calculate the coefficient of uniformity and the coefficient of gradation. c) Give a first idea about the classification of such soil. U.S. Sieve Opening (mm) Mass retained in each sieve (gr) 1 20 4 4.750 10 2.000 40 20 0.850 60 40 0.425 89 60 0.250 140 80 0.180 122 100 0.150 210 200 0.075 56 Pan 12
A) compare by drawing between the Clay minerals of 1/1 and clay minerals of 1/2
Someone can help me with this one. Please
Use the USDA soil classification triangle to determine the textural soil class designations with the distributions of particle sizes shown in the table (unit is mm).
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