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A sample of soil was tested in the laboratory, and the test results were listed as follows. Classify the soil by Unified Soil Classification System. 1. Liquid limit 29%. 2. Plastic limit = 19%. 3. Mechanical grain-size analysis:

A sample of soil was tested in the laboratory, and the test results were listed as follows. Classify the soil by Unified Soil Classification System. 1. Liquid limit 29%. 2. Plastic limit = 19%. 3. Mechanical grain-size analysis:

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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u.S. Sieve Size Percentage Passing 1 in. 100 % in. 90 % in. 82 No. 4 70 No. 10 65 No. 40 54 No. 200 25
Transcribed Image Text:u.S. Sieve Size Percentage Passing 1 in. 100 % in. 90 % in. 82 No. 4 70 No. 10 65 No. 40 54 No. 200 25
A sample of soil was tested in the laboratory, and the test results were listed as follows. Classify the soil by Unified Soil Classification System. 1. Liquid limit = 29%. 2. Plastic limit = 19%. 3. Mechanical grain-size analysis:
Transcribed Image Text:A sample of soil was tested in the laboratory, and the test results were listed as follows. Classify the soil by Unified Soil Classification System. 1. Liquid limit = 29%. 2. Plastic limit = 19%. 3. Mechanical grain-size analysis:
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