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)

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)

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

Determine the following: a.) %F2,F3,F4,F5,F6,F7,F8 Assuming that D60 = 0.297; D30 = 0.172; D10 = 0.151 b.) calculate Cu and Cc
Answer d please
Question 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 82 20 0.850 71 40 0.425 41 60 0.250 23 100 0.150 13 200 0.075 7 Pan Determine the value of the coefficient of gradation/curvature. Round off to three decimal places.
U.S Sieve No Opening (mm) Mass of soil retained (g) 4 4.75 28 10 2.00 42 20 0.85 48 40 0.425 128 60 0.250 221 100 0.150 86 200 0.075 40 Pan 24 Determine the percent finer than each sieve and plot a grain-size distribution curve. Determine D10, D30, and D60 from the grain-size distribution curve. Calculate the uniformity coefficient, Cu. Calculate the coefficient of gradation, Cc. Classify the soil by AASHTO and USCS system. (LL = 30, PL = 10)
The given data shows the sieve analysis of three soil samples. Compute for the group index of Soil A, B, and C.
GEOTECHNICAL ENGINEERING: The resuts of a sieve analysis for a soil sample are given in the table. Cc = 2 and Cu = 6. If the LL and the PL of the soil sample are 20 and 14 respectively, classify the soil according to USCS classification. Sieve Opening (mm) % passing 4.75 95 0.075 65
Given below is the result of a sieve analysis done on a soil sample. Sieve No. Diameter Percent Passing % 4 4.750 95 10 2.000 82 20 0.850 67 40 0.425 53 60 0.250 27 100 0.150 13 200 0.075 7 Pan --- 0 Determine the value of the coefficient of uniformity. Round off to three decimal places.
4. Problem 4 A soil sample weighing 455 g when brought from the field in a cylinder of 300 cubic centimeter volume weighed 375 g when dried. The soil particles displaced 145 cubic centimeters of water. Compute the ff: a. Volume of void, water, air, and soil in cubic centimeter b. Proportion of the total volume filled with water c. Percentage of the pore space filled with water d. Particle density and real specific gravity e. Bulk density and apparent specific gravity f. Moisture content wet and dry-wt basis, and volumetric basis
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.
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
Determine the percentage of Silts and Clays based on USCS for the grain-size characteristics of a soil are given as follows: Round off your answer to two (2) decimal places. Size (mm) Percent Finer 0.850 100.00 0.425 92.10 0.250 85.80 0.150 77.30 0.075 62.00 0.040 50.80 0.020 41.00 0.010 34.30 0.006 29.00 0.002 23.00
Can you solve the letter g