1.2.2.2. Determine the soil retained percentage and cumulative percentage passing for 0,075 mm sieve. (4) The wet siev

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1.2.2.2. Determine the soil retained percentage and cumulative percentage passing for 0,075 mm sieve. (4) The wet siev

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1 2 2 2 Determine The Soil Retained Percentage And Cumulative Percentage Passing For 0 075 Mm Sieve 4 The Wet Siev 1
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1 2 2 2 Determine The Soil Retained Percentage And Cumulative Percentage Passing For 0 075 Mm Sieve 4 The Wet Siev 2
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1 2 2 2 Determine The Soil Retained Percentage And Cumulative Percentage Passing For 0 075 Mm Sieve 4 The Wet Siev 3
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1.2.2.2. Determine the soil retained percentage and cumulative percentage passing for 0,075 mm sieve. (4)
The wet sieve analysis was carried out by washing 75 grams of the material passing the 0.425 mm sieve through the 0.075 mm sieve. After drying it was determined that 22 grams was retained on the 0.075 mm sieve. 1.2.2.1. Determine soil retained percentage and Cumulative percentage passing for each sieve sizes on the table. (14) 1.2.2.2. Determine the soil retained percentage and cumulative percentage passing for 0,075 mm sieve.
1.2.2. The table below shows the soil analysis results done on a sample with dry mass of 1372 9. Sieve size Mass retained 0 0 26.5 19 91 112 13.2 9.5 135 175 4.75 2 202 0.425 269
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