. The results of particle analysis of a soil sample are shown in the table below. Try to plot the article gradation curve, determine the Cu and Cc of the soil, and evaluate the gradation of the bil. Particle size (mm) Particle group content (%) >2 12 2~0.5 26 0.5-0.25 24 0.25~0.1 21 0.1-0.05 7 <0.05 10

. The results of particle analysis of a soil sample are shown in the table below. Try to plot the article gradation curve, determine the Cu and Cc of the soil, and evaluate the gradation of the bil. Particle size (mm) Particle group content (%) >2 12 2~0.5 26 0.5-0.25 24 0.25~0.1 21 0.1-0.05 7 <0.05 10

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 data were recorded during particle size analysis tests in the laboratory. Plot the grading curve and determine the grading characteristics. Using the information, classify the soil according to BSCS. Soil 1 Fine-Mesh dry sieve analysis data: Sieve Size 425 (mm or um) Mass 1.18 600 300 212 150 63 retained 1.9 3.2 8.1 10.4 22.7 126.1 (g) Total sample = 212.0 g
Q': A- Classification tests have been performed on a soil sample and the grading curve that shown in (Fig. 1) and Atterberg limits obtained. Classify the soil using the USCS? L.L=32 and P.L=26 100 80 60 40 20 Fig. 1 0.1 1 Particle size (mm) 0.0001 0.001 0.01 10 100 % Finer
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Geotechnical Engineering
The data shown below are the results of a liquid limit test done on a soil. Moisture Content (%) Cone Penetration (mm) 26 12 30 16 33 22 37 28 42 30 What is the consistency index of the soil if plastic limit is 10 and water content is 28%?
Given below is the result of a sieve analysis done on a soil sample.Sieve No. Diameter Percent Passing %4 4.750 9510 2.000 8220 0.850 7340 0.425 5360 0.250 23100 0.150 14200 0.075 7Pan --- 0Determine the value of the coefficient of uniformity
23 The data shown below are the results of a liquid limit test done on a soil. Moisture Content (%) Cone Penetration (mm) 25 10 30 16 35 22 38 27 42 30 What is the consistency index of the soil if plastic limit is 12 and water content is 27%? Round off to two decimal places.
As a result of sieve analysis and hydrometer analysis on a soil sample, gravel 40% and sand 18%. Liquid limit value of the soil 58% and plasticity index was determined as 32%. D60, D30 and D10 values according to grain distribution curve 2.4mm, 0.9mm and 0.2mm respectively. According to the findings obtained, the soil sample Make USCS classification.
2.8 2.7 The following are the results of a sieve and hydrometer analysis. Sieve number/ grain size Analysis Sieve Hydrometer Analysis Sieve 40 80 170 200 0.04 mm 0.02 mm 0.01 mm 0.005 mm 0.0015 mm Hydrometer Sieve number/ grain size Percent finer than a. Draw the grain-size distribution curve. b. Determine the percentages of gravel, sand, silt, and clay according to the MIT system. c. Repeat Part b according to the USDA system. d. Repeat Part b according to the AASHTO system. Repeat Problem 2.7 with the following data: 20 30 40 60 80 200 0.05 mm 0.03 mm 0.015 mm 0.006 mm 0.004 mm 0.0015 mm 100 96 85 80 59 39 26 15 8 Cengage Learning 2014 Percent finer than 100 96 90 76 65 34 27 19 11 7 6 5 Ⓒ Cengage Learning 2014
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In a hydrometer test, the results are as follows: Gs=2.55 Temperature of water=25 degree Celsius, and R=41 at 2 hours after the start of sedimentation. What is the diameter, d, of the smallest-size particles that have settled beyond the zone of measurement at that time? Please answer this asap
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