Seepage Pressure and Quicksand
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- Опубликовано: 1 окт 2024
- Chapter 58 - Seepage Pressure and Quicksand
The free water available under the ground moves inside the soil under the influence of gravity and it flows through voids present in the soil. This phenomenon of flow of water, movement of water through the soil is called seepage.
As the water flows through the soil the surface of the soil particles offers a resistance to the flow, in turn water also pushes the soil particles and applies a drag on them in the direction of its motion. This drag increases the inter-particle forces. This force applied by the water on the soil particles is called the seepage force and because of it pressure developed in the soil is termed as seepage pressure.
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Why isn't there a variable for the aggregate that's in the sediment? And why isn't compaction or various size aggregates coalesce in different points in the tank?
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A Great lecture
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Sir permeability and seepage definitions are same.
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When the water flow through soil , can we apply hpg ?
It's moving means no more in the hydro static condition so can we take pore water pressure
as the height in standpipe?
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17:22 Law of floatation.
Nyc explanation
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Do videos on other civil engineering subjects also
Dear sir,
Super Explanation... but, I have a doubt, Please Clarify it..
Density of Cement = 1440 kg/m3
Specific gravity of Cement = 3.15
Specific Gravity = Density of Cement / Density of water
So, S.G = 1.44 / 1
S.G = 1.44
I think, U got my Problem sir...
density of cement is 2800 isnt it ?
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Make a vedio in shear strength of soil sir