What is dry unit weight of the soil sample below (ya) in Ib/ft ?The combined weight of a mold and the compacted soil sample is 8.8 lbThe mold's volume is 1/30 ft3The mold's weight is 5 lbThe soil sample's water content is 14%Please ROUND to the nearest Thousandth (i.e., 0.001). Enter only numbers (Do not enter units!).Answer:

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What is dry unit weight of the soil sample below (ya) in Ib/ft ? The combined weight of a mold and the compacted soil sample is 8.8 lb The mold's volume is 1/30 ft The mold's weight is 5 lb The soil sample's water content is 14% Please ROUND to the nearest Thousandth (i.e., 0.001). Enter only numbers (Do not enter units!). Answer:

What is dry unit weight of the soil sample below (ya) in Ib/ft ? The combined weight of a mold and the compacted soil sample is 8.8 lb The mold's volume is 1/30 ft The mold's weight is 5 lb The soil sample's water content is 14% Please ROUND to the nearest Thousandth (i.e., 0.001). Enter only numbers (Do not enter units!). Answer:

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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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 81 20 0.850 72 40 0.425 50 60 0.250 27 100 0.150 14 200 0.075 5 Pan --- 0 Determine the value of the coefficient of gradation/curvature.
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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 83 20 0.850 69 40 0.425 50 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. USE STORED VALUES.
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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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