USE EXCEL FOR PARTICLE DISTRIBUTION CURVE. THANK YOU. The following are the results of a sieve and hydrometer analysisAnalysisGrain sizeSieve NumberPercent finer thanSieve400.425 mm0.018 mm10080961700.090 mm852000.075 mm80Hydrometer0.04 mm590.02mm390.01 mm260.005 mm150.0015 mm8.a. Draw the grain-size distribution curve.b. Determine the percentages of gravel, sand, silt, and clay according to the AASHTO system

Given- Result of a sieve and hydrometer analysis. To find - (A) Draw the grain size distribution…

The following are the results of a sieve and hydrometer analysis Analysis Sieve Number Grain size Percent finer than Sieve 40 0.425 mm 100 80 0.018 mm 96 170 0.090 mm 85 200 0.075 mm 80 Hydrometer 0.04 mm 59 0.02mm 39 0.01 mm 26 0.005 mm 0.0015 mm 15 8. a. Draw the grain-size distribution curve. b. Determine the percentages of gravel, sand, silt, and clay according to the AASHTO system

The following are the results of a sieve and hydrometer analysis Analysis Sieve Number Grain size Percent finer than Sieve 40 0.425 mm 100 80 0.018 mm 96 170 0.090 mm 85 200 0.075 mm 80 Hydrometer 0.04 mm 59 0.02mm 39 0.01 mm 26 0.005 mm 0.0015 mm 15 8. a. Draw the grain-size distribution curve. b. Determine the percentages of gravel, sand, silt, and clay according to the AASHTO system

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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Problem A sample of a dry coarse grained material of 500 grams was shaken through a nest of sieves and the following results are obtained: Sieve No. Opening (mm) % Passing 4 10 20 40 60 100 200 Pan 0.425 0.25 0.075 2.00 60 4.75 0.85 0.15 94 30 10 7 3 12. Determine the uniformity coefficient. a. 4.706 b. 4.424 C. 1.250 d. 0.85 13. Determine the coefficient of curvature. a. 4.706 b. 4.424 1.250 d. 0.85 C.
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
5.28 Table P5.28 shows the grain size distributions of two aggregates A and B. TABLE P5.28 Sieve Size, mm 25 19 12.5 9.5 4.750 2.36 1.18 0.600 0.300 0.150 0.075 % Passing 100 Agg. A 92 76 71 53 38 32 17 10 5 3.0 % Passing 100 Agg. B 100 92 65 37 31 30 29 28 21 15.4 Answer the following questions and show all calculations: a. What are the maximum sizes of aggregates A and B? b. Is aggregate A well graded? Why? c. Is aggregate B well graded? Why? Note: In order to answer questions b and c, you need to plot the gradations on 0.45 gradation charts. You may create 0.45 power gradation charts using Excel or you may manually plot the data on a copy of Figure A.25. Determine the percent passing each sieve for the blended aggregate.
Determine: 1. The percent finer in Sieve # 20 2. The percent finer in Sieve # 80 3. D60from the grain-size distribution curve 4. D30from the grain-size distribution curve 5. D10from the grain-size distribution curve 6. The coefficient of gradation 7. The uniformity coefficient Please answer this asap. For upvote. Thank you very much
Percent Diameter Sieve Size Passing in mm (%) 4 4.760 23 10 2.000 19 40 0.420 18 100 0.149 200 0.074 4 LL PL D10 0.50mm D30 9.50mm D60 27.50mm 5.
SITUATION 1 A sample of dry coarse- grained materials was taken through a layer of sieves and the following results were obtained. Make the necessary calculations of the following questions. For Situation 1 (Sieve Analysis) SIZE (mm) WEIGHT RETAINED 18.96 gms. 0.25 0.149 33.18 0.074 45.03 0.052 54.51 0.02 42.66 0.01 11.85 0.004 4.74 0.001 4.74 PAN 21.33 Draw the particle distribution curve (manually) Your answer
The results of sieve analysis are shown below. Sieve No. Opening Size (mm) Mass Retained (g) 4 4.75 10 2 32 20 0.85 65 40 0.425 94 60 0.25 122 80 0.18 150 100 0.15 220 200 0.075 35 Pan 10 Determine the coefficient of uniformity. O 2.045 O 1.791 O 1.624 O 1.934
Given the following data: B. Compact Unit Weight Determination Fine Aggregate a. Weight of measure, g. 300.00 b. Weight of measure + sample, g. 8,820.00 c. Weight of sample, g. (b) – (a) d. Volume of measure, cm e. Unit weight, g/cm 1.019 Determine the diameter in cm of the bucket if V=3.1416(d) (21.23)/4. Continues computation and write your answer in 2 decimal places O 22.39 O 32.29 O 23.92 O None of the abovel O 23.29
SITUATION 3. Following are the results of a sieve analysis. SIEVE NO. OPENING (mm) RETAINED 4 4.75 10 2.0 40 20 0.85 60 40 0.425 89 60 0.25 140 80 0.18 122 100 0.15 210 200 0.075 56 PAN 12 a. Find the effective particle size. b. Determine the uniformity coefficient. c. Find the coefficient of curvature.
The following table shows the lab results of a sieve analysis and Atterberg limits for an inorganic soil sample. The Grain Size graph is attached. What is the soil USCS Designation symbol? Sieve Sample Passing Sieve Size Size/No. (mm) Percentages 3" 75 100% 3/4" 19 100% No. 4 4.75 45% No. 10 2 35% No. 20 0.850 0.630 No. 40 0.425 22% No, 60 0.250 18% No. 100 0.150 7% No. 200 0.075 3% 0.020 0.002 20% LL 1% PL
a. find the uniformity coefficient b. using the particle size distribution curve, compute the coefficient of curvature. c. using the particle size distribution curve, determine the effective particle size • sample of dry coarse-grained material was taken through a nest of sieves and the following results were obtained: Sieve no. Opening (mm) Mass retained (g) 4 4.75 10 2.00 14.8 20 0.85 98.0 40 0.425 90.1 100 0.15 181.9 200 0.075 108.8 Pan 6.1
SHOW COMPLETE SOLUTION PLS VALUES:X = 425Y = 25 A = 5