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Problem 3: A soil sample has a liquid limit of 70 % and plastic limit of 50 %. U-line : PI = 0.9 (LL - 8) A- Line: PI = 0.73 (LL - 20) 1. Determine the point of intersection of the U-line and A-line. 2. Compute the shrinkage limit, SL using the plasticity chart. 3. Compute the Specific Gravity, Gs of the Soil if SR = 1.37. 00 Ligd Platicity inde

Problem 3: A soil sample has a liquid limit of 70 % and plastic limit of 50 %. U-line : PI = 0.9 (LL - 8) A- Line: PI = 0.73 (LL - 20) 1. Determine the point of intersection of the U-line and A-line. 2. Compute the shrinkage limit, SL using the plasticity chart. 3. Compute the Specific Gravity, Gs of the Soil if SR = 1.37. 00 Ligd Platicity inde

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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Problem 3: A soil sample has a liquid limit of 70 % and plastic limit of 50 %. U-line : PI = 0.9 (LL - 8) A- Line: PI = 0.73 (LL - 20) 60 1. Determine the point of intersection of the U-line and A-line. 2. Compute the shrinkage limit, SL using the plasticity chart. 3. Compute the Specific Gravity, Gs of the Soil if SR = 1.37. ALine PI -07NL - 20) 20 10 40 60 00 Liguid limi Plasticity indes
Transcribed Image Text:Problem 3: A soil sample has a liquid limit of 70 % and plastic limit of 50 %. U-line : PI = 0.9 (LL - 8) A- Line: PI = 0.73 (LL - 20) 60 1. Determine the point of intersection of the U-line and A-line. 2. Compute the shrinkage limit, SL using the plasticity chart. 3. Compute the Specific Gravity, Gs of the Soil if SR = 1.37. ALine PI -07NL - 20) 20 10 40 60 00 Liguid limi Plasticity indes
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