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Refer to the soil in Problem 4.1. a. Determine the flow index. b. Determine the liquidity index of the soil if the in situ moisture content is 21%. 4.1 During Atterberg limit tests in the soil mechanics laboratory, the students obtained the following results from a clayey soil.

Refer to the soil in Problem 4.1. a. Determine the flow index. b. Determine the liquidity index of the soil if the in situ moisture content is 21%. 4.1 During Atterberg limit tests in the soil mechanics laboratory, the students obtained the following results from a clayey soil.

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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10:58 Refer to the soil in Problem 4.1. www.bartleby.com = bartleby a D Q&A Sign in Engineering / Civil Engineeri. / P./ Refer to the so.. : Refer to the soil in Problem 4.1... Textbook Problem Refer to the soil in Problem 4.1. a. Determine the flow index. b. Determine the liquidity index of the soil if the in situ moisture content is 21%. 4.1 During Atterberg limit tests in the soil mechanics laboratory, the students obtained the following results from a clayey soil. Liquid limit tests: Number of Moisture blows, N content (%) 14 38.4 16 36.5 20 33.1 28 270 Plastic limit tests: Students conducted two trials and found that PL = 17.2% for the first trial and PL = 17.8% for the second trial. a. Draw the flow curve and obtain the liquid limit. b. What is the plasticity index of the soil? Use an average value of PL from the two plastic limit trails.
Transcribed Image Text:10:58 Refer to the soil in Problem 4.1. www.bartleby.com = bartleby a D Q&A Sign in Engineering / Civil Engineeri. / P./ Refer to the so.. : Refer to the soil in Problem 4.1... Textbook Problem Refer to the soil in Problem 4.1. a. Determine the flow index. b. Determine the liquidity index of the soil if the in situ moisture content is 21%. 4.1 During Atterberg limit tests in the soil mechanics laboratory, the students obtained the following results from a clayey soil. Liquid limit tests: Number of Moisture blows, N content (%) 14 38.4 16 36.5 20 33.1 28 270 Plastic limit tests: Students conducted two trials and found that PL = 17.2% for the first trial and PL = 17.8% for the second trial. a. Draw the flow curve and obtain the liquid limit. b. What is the plasticity index of the soil? Use an average value of PL from the two plastic limit trails.
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