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I.) From the flow curve what is the liquid Limit?   a) 39.683%   b) 40.555 %   c) 38.992 %   d) 39.875%   II.) If the Plastic limit is 18.750 % what is its plasticity index?   a) 22.431 %   b) 20.918 %   c) 21.344 %   d) 20.819 %   III.) If in-situ moisture content is 31% determine its liquidity index?   a) 0.665    b) 1.59   c) 0.585   d) 20.588

I.) From the flow curve what is the liquid Limit?   a) 39.683%   b) 40.555 %   c) 38.992 %   d) 39.875%   II.) If the Plastic limit is 18.750 % what is its plasticity index?   a) 22.431 %   b) 20.918 %   c) 21.344 %   d) 20.819 %   III.) If in-situ moisture content is 31% determine its liquidity index?   a) 0.665    b) 1.59   c) 0.585   d) 20.588

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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I.) From the flow curve what is the liquid Limit?
 
a) 39.683%
 
b) 40.555 %
 
c) 38.992 %
 
d) 39.875%
 
II.) If the Plastic limit is 18.750 % what is its plasticity index?
 
a) 22.431 %
 
b) 20.918 %
 
c) 21.344 %
 
d) 20.819 %
 
III.) If in-situ moisture content is 31% determine its liquidity index?
 
a) 0.665
 
 b) 1.59
 
c) 0.585
 
d) 20.588
 
IV.) If the percentage of clay-size fraction is 4.831. Based on its Activity, this mineral is more likely to be
 
a) Illites 
 
b) kaolinite
 
c) Attapulgite
 
d) Smectites
Problem C: For Questions 12to 15. Following are the results from the liquid and plasticlimit tests for a soil. Liquid Limit Test Number of Moisture Blows,N Content (%) 16 42.150 20 40.775 28 39.115
Transcribed Image Text:Problem C: For Questions 12to 15. Following are the results from the liquid and plasticlimit tests for a soil. Liquid Limit Test Number of Moisture Blows,N Content (%) 16 42.150 20 40.775 28 39.115
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