1- The # blows increases as the water content increases in liquit limit test 2- Shrinkage limit is the water content at which the soil is becoming plastic 3- Water content is the ratio between water weight to soil total weight 4- liquid limit is higher than plastic limit for a cohesive soil 5- Plasticity index is lower than liquid limit for a cohesive soil

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1- The # blows increases as the water content increases in liquit limit test
2- Shrinkage limit is the water content at which the soil is becoming plastic
3- Water content is the ratio between water weight to soil total weight
4- liquid limit is higher than plastic limit for a cohesive soil
5- Plasticity index is lower than liquid limit for a cohesive soil
6- Hydrometer test is done of garnular soil (coarse aggregates)
7- The aggregate sample for the sieve analysis is placed on the largest sieve diameter
8- Cumulative percentage retained = sum of percentage retained on all the sieves of larger
diameter and that of a particular size
9- Water conetent can be larger than 100%
10- The plastic limit is the water content at which the soil turns solid.
11- A compaction curve can cross the "zero air void line" if the saturation S is <100%.
Transcribed Image Text:1- The # blows increases as the water content increases in liquit limit test 2- Shrinkage limit is the water content at which the soil is becoming plastic 3- Water content is the ratio between water weight to soil total weight 4- liquid limit is higher than plastic limit for a cohesive soil 5- Plasticity index is lower than liquid limit for a cohesive soil 6- Hydrometer test is done of garnular soil (coarse aggregates) 7- The aggregate sample for the sieve analysis is placed on the largest sieve diameter 8- Cumulative percentage retained = sum of percentage retained on all the sieves of larger diameter and that of a particular size 9- Water conetent can be larger than 100% 10- The plastic limit is the water content at which the soil turns solid. 11- A compaction curve can cross the "zero air void line" if the saturation S is <100%.
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