Void index in xht smoothly

Aug 6th, 2022
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How to Void index in xht

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hello guys welcome back to civil engineering youtube channel please subscribe our channel for delicious engineering videos in todays lecture we are going to prove the relation between the porosity and the white ratio that the porosity is equal to the y ratio divided by one plus wide ratio so how to prove this relation lets consider the soil phase diagram this is the initial phase diagram which consists of three main important terms solids water and air so this will be the total volume of the soil phase which will be represented by v and the composition of air in whites will be represented by vv which is the volume of the whites because they are represented as the whites of the soil so the volume of the air represented by va the volume of the water represented by vw and the volume of the solid is represented by vs the total volume is v and the volume of the whites is vv which is the composition of the volume of the air and volume of the water so now how to prove this relation so to d

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The generally accepted number has been 40% stone void space. However, there have been few national studies to prove the 40% void space is reliable.
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.
Typical values of soil void ratio for different soils DescriptionUSCSVoid ratio [-]Uniform inorganic silt(ML)1.10Inorganic clays, silty clays, sandy clays of low plasticityCL0.69Organic silts and organic silty clays of low plasticityOL2.26Silty or sandy clay(CL-OL)1.8022 more rows
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.
Void ratio (e) is defined as ratio of the volume of voids to the volume of solids.
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.
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.
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.

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