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I- Plote the grain-size distribution curve. Il- Calculate the uniformity coefficient ,Cy, and cofficient of gradation , Cc A)-For a soil given: D10 = 0.1 mm %3D D30 = 0.41 mm %3D D60 = 0.62 mm %3D B)-for a soil given: D10 = 0.082 mm D30 = 0.29 mm %3D D60 0.51 mm

I- Plote the grain-size distribution curve. Il- Calculate the uniformity coefficient ,Cy, and cofficient of gradation , Cc A)-For a soil given: D10 = 0.1 mm %3D D30 = 0.41 mm %3D D60 = 0.62 mm %3D B)-for a soil given: D10 = 0.082 mm D30 = 0.29 mm %3D D60 0.51 mm

Structural Analysis
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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Home work :1- Following are the results of a sieve analysis: U.S. Sieve No. Mass of soil retained on each sieve (g) 4. 10 21.6 20 49.5 40 102.6 60 89.1 100 95.6 200 60.4 pan 31.2 |- Plote the grain -size distribution curve. Il- Calculate the uniformity coefficient ,Cu, and cofficient of gradation , Cc A)-For a soil given: D10 = 0.1 mm D30 = 0.41 mm D60 = 0.62 mm %3D B)-for a soil given: D10 = 0.082 mm D30 = 0.29 mm D60 0.51 mm MCD BACED ORIGINAL 48
Transcribed Image Text:Home work :1- Following are the results of a sieve analysis: U.S. Sieve No. Mass of soil retained on each sieve (g) 4. 10 21.6 20 49.5 40 102.6 60 89.1 100 95.6 200 60.4 pan 31.2 |- Plote the grain -size distribution curve. Il- Calculate the uniformity coefficient ,Cu, and cofficient of gradation , Cc A)-For a soil given: D10 = 0.1 mm D30 = 0.41 mm D60 = 0.62 mm %3D B)-for a soil given: D10 = 0.082 mm D30 = 0.29 mm D60 0.51 mm MCD BACED ORIGINAL 48
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