Void index in ANS smoothly

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Aug 6th, 2022
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How to Void index in ANS

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bunch of senior engineers welcome to my problem day series in this video were going to do a problem on phase relationships were going to calculate the void ratio now if youre for the first time and you just want to learn about engineering or just how to engineer a better life dont forget to subscribe and make sure you the bells so you dont miss out on future videos now lets get started okay guys so question number one so we have the high mass 93 kilograms and the total volume was given to us the 0.049 one meters Q and the specific gravity is 2.65 we need to find the void ratio so the first thing I would do is look at the equation for the void ratio and write that down so I have E is equal to the volume of the void divided by the volume of the solid right okay so I know this equation doesnt really help us much right now because I dont have this term and I dont have this so were giving the top the total volume and we can use that and find a relationship between the total volum

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Void ratio is the generally preferred index in soil engineering and mechanics, whereas porosity is the more frequently used index in agricultural soil physics. Generally, e varies between 0.3 and 2.0.
The void ratio is the ratio of the volume of voids (open spaces, i.e. air and water) in a soil to volume of solids. The void ratio is thus a ratio which can be greater than 1.
The void ratio is thus a ratio which can be greater than 1. It can also be expressed as a fraction. Void ratio and porosity differ only in the denominator. Void ratio is the ratio of voids to solids, porosity is the ratio of voids to total volume.
By knowing the void ratio of soil sample, we may have better control over Volume Change Tendency of soil. If void ratio of a soil is high i.e. the soil is loose, then under loading voids have a tendency to minimize themselves. engineer may take a decision either to reduce the loading or pre-compact the soil.
The void ratio is the ratio of the volume of voids (open spaces, i.e. air and water) in a soil to volume of solids. The void ratio is thus a ratio which can be greater than 1. It can also be expressed as a fraction. Void ratio and porosity differ only in the denominator.
Void ratio is the generally preferred index in soil engineering and mechanics, whereas porosity is the more frequently used index in agricultural soil physics. Generally, e varies between 0.3 and 2.0.
The void ratio is the ratio of the volume of voids (open spaces, i.e. air and water) in a soil to volume of solids. The void ratio is thus a ratio which can be greater than 1.
If void ratio is high (loose soils) voids in a soil skeleton tend to minimize under loading - adjacent particles contract. The opposite situation, i.e. when void ratio is relatively small (dense soils), indicates that the volume of the soil is vulnerable to increase under loading - particles dilate.
Void volume refers specifically to the volume of the liquid phase contained inside a column. The same term is sometimes also used informally to refer to the volume of a cavity in the column/tubing or fittings. Void volume is also known as dead volume.
The maximum void ratio is 0.91 for a simple cubic packing of monosize spheres. The maximum void ratio for a packing of randomly arranged monosize spheres is about 0.700.80 (Dullien, 1992). The particle shape has noteworthy influence on the maximum void ratio of a packing.

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