Someone can help me with this one. Please U.S. sieve no.Mass of soil retained (g)4281042204840128602211008620040Pan24a. 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.SEMILOG GRAPH.pdf© Cengage Leaming 2014

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Answered: U.S. sieve no. Mass of soil retained…

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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2. The following are the results of a sieve analysis. U.S. Mass of soil sieve no. retained (g) 4 10 18.5 20 53,2 40 90.5 60 81.8 100 92.2 200 58.5 Pan 26.5 a. Determine the percent finer than each sieve and plot a grain-size distri- bution curve. b. Determine Du, Dy, and D, for each soil. c. Calculate the uniformity coefficient C. d. Calculate the coefficient of gradation C.
The following are the results of a sieve analysis.a. Determine the percent finer than each sieve and plot a grain-size distributioncurve.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.
II. The grain size curve for soil sample is shown. 100 90 80 70 60 50 40 30 20 10 0 10 4. 5. 6. 1 Particle Size, mm. What is the effective grain size of the soil? What is the value of D60? 0.1 What is the value of the Coefficient of Gradation? 7. What is the value of the Coefficient of Uniformity? 8. What is the value of the Sorting Coefficient? Percent Finer, % 0.01
200 pan 44 22
The results of the particle-size analysis of the soil are as follows: Percent passing No. 10 sieve = 100; Percent passing No. 40 sieve = 80; Percent passing No. 10 sieve = 58.The LL and PI of minus No. 40 fraction of the soil are 30 and 10 respectively. Classify the soil by USCS system a. CH b. SP-SC c. CL-ML d. CL-ML
The following are the results of sieve analysis: U.S. Sieve No. Mass of Soil Retained 4 0 10 44 20 56 40 82 60 51 80 106 100 92 200 85 Pan 35 a. Determine the percent finer than each sieve and plot a grain-size distribution curve. b. Determine D10, D30, and D60. c. Calculate the uniformity coefficient d. Calculate the coefficient of gradation
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.
Unified Soil Classification System Problem Set No. 6 Sieve No. Diameter Percent Finer (mm) 2. The table below the laboratory results of the sieve analysis of a sample. Plot the grain size curve of the soil using your printed Grain Size Curve. Determine the following: 4 4.75 90 8 2.38 64 10 2.00 58 20 0.84 35 a. Determine the nearest value of effective size. 22 b. Determine the coefficient of uniformity, C c. Classify the soil according to USCS. 40 0.42 60 0.25 15 100 0.149 10 Show your complete solution. 200 0.075 4
Following are the results of a sieve analysis from laboratory activity. Show the necessary calculation and draw the particle size distribution: LL=25% PI=15% a. D10, D30, and D60 b. Uniformity coefficient, Cu c. Coefficient of gradation, Cc d.) USCS Classification
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, Cu. d. Calculate the coefficient of gradation, Cc. e. Plot the particle-size distribution curve Answer in complete solution
a. determine the effective size D10 b. determine the coefficient of curvature A sample of dry coarse-grained material was taken through a layer of sieves and the following results were obtained. Make the necessary calculations and draw the particle distribution curve. Mass of soil Sieve No. Opening (mm) retained (g) 4 4.75 10 2.00 40 20 0.85 60 40 0.425 89 60 0.250 140 80 0.180 122 100 0.150 210 200 0.075 56 Pan 12
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

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