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Question 01: The following results were obtained from sieve analysis of two soils: Mass (grams) Soil (B) Sieve Opening (mm) Soil (A) 4.75 2.00 20.2 48.1 0.85 25.7 219.5 0.425 60.4 67.3 0.15 98.1 137.2 0.075 127.2 22.1 168.2 5.6 Hydrometer tests on these soils gave the following results: Particle Size % finer (mm) Soil (A) Soil (B) 0.05 22.6 1.0 0.01 13.8 0.9 0.005 12.2 0.8 0.002 5 0.5 1. Plot the gradation curve for each soil on the same graph.

Question 01: The following results were obtained from sieve analysis of two soils: Mass (grams) Soil (B) Sieve Opening (mm) Soil (A) 4.75 2.00 20.2 48.1 0.85 25.7 219.5 0.425 60.4 67.3 0.15 98.1 137.2 0.075 127.2 22.1 168.2 5.6 Hydrometer tests on these soils gave the following results: Particle Size % finer (mm) Soil (A) Soil (B) 0.05 22.6 1.0 0.01 13.8 0.9 0.005 12.2 0.8 0.002 5 0.5 1. Plot the gradation curve for each soil on the same graph.

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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CEN 333 Geotechnical
Question 01: The following results were obtained from sieve analysis of two soils: Mass (grams) Soil (B) Sieve Opening (mm) 4.75 2.00 Soil (A) 20.2 48.1 0.85 25.7 219.5 0.425 60.4 67.3 0.15 98.1 137.2 0.075 127.2 22.1 168.2 5.6 Hydrometer tests on these soils gave the following results: Particle Size % finer (mm) Soil (A) Soil (B) 0.05 22.6 1.0 0.01 13.8 0.9 0.005 12.2 0.8 0.002 0.5 1. Plot the gradation curve for each soil on the same graph.
Transcribed Image Text:Question 01: The following results were obtained from sieve analysis of two soils: Mass (grams) Soil (B) Sieve Opening (mm) 4.75 2.00 Soil (A) 20.2 48.1 0.85 25.7 219.5 0.425 60.4 67.3 0.15 98.1 137.2 0.075 127.2 22.1 168.2 5.6 Hydrometer tests on these soils gave the following results: Particle Size % finer (mm) Soil (A) Soil (B) 0.05 22.6 1.0 0.01 13.8 0.9 0.005 12.2 0.8 0.002 0.5 1. Plot the gradation curve for each soil on the same graph.
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