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Engineering · Civil Engineering
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Geotechnical Engineering

Please answer #4

Here is the answer For #3 to help you doing #4

3, For the given soil shown in table below draw the grain-size distribution curve evaluate effective size and unifor Defining clay size as <0.002 mm, silt as 0.002-0.05 mm, sand as 0.05-2.0 mm, and gravel as >2.0 mm what are the percentages of clay, silt, sand, and gravel - in the soil. a. b. mity coefficient e. 4. Classify the soil of Problem 3 according to the following classification systems: i. USDA ii. AASHTO- , i UNIFIED Sieve Percent Passing, % Number Opening (mm) 4.75 0.42 0.25 0.149 0.074 0.05 0.005 0,002 0.001 98 97 96 91 82 71 63 20 10 60 100 LL 39 PL 25

0.001 0.01 Sieve Size (mm) b) Effective Size = D10 = 0.002 mm Uniformity coefficient Cu D60/D10-0.043/0.002 21.5

c) Percentage of clay-10 % Percentage of silt-53 % Percentage of sand-34 % Percentage of gravel 3 %

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