Situation 1: Refer to the table below. It shows a sieve analysis of soil samples A, B, and C. Soil Sample Sieve No. Diameter (mm) A с #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 - 40 fraction LL PL 35 20 47 24 Refer to figure GEO 114.3 1. 2. Using USCS, determine the classification of soil A. Write the symbol and the corresponding soil classification (e.g. GW - Well graded gravel) Using USCS, find the classification of soil B. Write the symbol and the corresponding soil classification. (e.g. GW-Well graded gravel) Using USCS, compute the classification of soil C. Write the symbol and the corresponding soil classification. (e.g. GW- Well graded gravel) 3.

Situation 1: Refer to the table below. It shows a sieve analysis of soil samples A, B, and C. Soil Sample Sieve No. Diameter (mm) A с #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 - 40 fraction LL PL 35 20 47 24 Refer to figure GEO 114.3 1. 2. Using USCS, determine the classification of soil A. Write the symbol and the corresponding soil classification (e.g. GW - Well graded gravel) Using USCS, find the classification of soil B. Write the symbol and the corresponding soil classification. (e.g. GW-Well graded gravel) Using USCS, compute the classification of soil C. Write the symbol and the corresponding soil classification. (e.g. GW- Well graded gravel) 3.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

In the table below, find the missing values for pure sand sample and without fine materials ote (weight of sample 1000g). Sieve opening (mm) Retained weight Retained weight% Cumulative percentage Passing% 4.75 2.36 100 10 90 1.18 X X 0.6 250 25 50 0.3 200 20 30 0.15 10 Pan
Q2: Classified the two samples below regarding to USCS, and then find the constituent of samples: % passing Sieve no. Soil 1 Soil 2 4 39.6 88.3 40 28.2 18.1 200 4.5 60.1 0.002 5.10 LL 56.4 PI 22.2 D10 0.02 mm D30 0.16 mm D60 2.30 mm
Q4: Following are the results of a sieve analysis. Make the necessary calculations and draw a particle -size distribution curve. sieve No. Mass of soil retained on each sieve (g) 4 10 40 20 60 40 89 60 140 80 122 100 210 200 56 Pan 12
7. Given below is the result of a sieve analysis done on a soil sample.
The following are the results of a sieve analysis. Sieve No. Opening Size (mm) Mass Retained (g) 4 4.750 28 10 2.000 42 20 0.850 48 40 0.425 128 60 0.250 221 100 0.150 86 200 0.075 40 Pan 24 What is the effective size diameter? O 0.154 mm O 0.124 mm O 0.144 mm O 0.134 mm
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
Question 29 Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter Percent Passing % 4 4.750 97 10 2.000 81 20 0.850 66 40 0.425 45 60 0.250 24 100 0.150 12 200 0.075 Pan Determine the value of the coefficient of uniformity. Round off to three decimal places.
Problem 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, and D60 from the grain-size distribution curve. c. Calculate the uniformity coefficient, C. the coefficient of gradation, Co. 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
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?
The particle size characteristics of a soil are given in the table. Using USDA method, determine: Size (mm) | Percent Finer 4.75 88 0.85 76 0.044 72 0.033 65 0.0062 63 0.0025 58 0.0011 50 1. Percentage of gravel (in 4 decimal places) 2. Percentage of sand (in 4 decimal places) 3. Percentage of silt (in 4 decimal places) 4. Percentage of clay (in 4 decimal places)
Q#3 :The following are the results of different tests on soil samples are provided in the following table. Classify the soil according to AASTHO classification and determine the Group Index in each case. You may use the information provided.
rom the results of a sieve analysis given below compute for the coefficient of uniformity Sieve No. Mass retained (g) 0 44 56 82 4 10 20 40 60 80 100 200 Pan 51 106 92 85 35