pore water pressure sentence in Hindi
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- The soils that are below the water table have to be treated carefully to permit emission of the excess pore water pressure that is created when the weight is dropped onto the surface.
- The BWS aquifers are commonly depressurized prior to open-pit mining because high pore water pressures can reduce pit-wall stability, and seepage onto the pit floor can reduce trafficability.
- However, why is it that in the untrained triaxial compression test, the pore water pressure is negative, meaning it is added to the normal stress to obtain the effective normal stress?
- Although the water pressure between the spheres ( pore water pressure ) is increasing, the effective stress remains the same, because the concept of " total stress " includes the weight of all the water above.
- With these models, it is important to know the total weight of the soil above ( including water ), and the pore water pressure within the slip plane, assuming it is acting as a confined layer.
- This water can then infiltrate into the ground, which may have impermeable layers below the surface due to still-frozen soil or rock, leading to rapid increases in pore water pressure, and resultant landslide activity.
- It is commonly adopted in limit equilibrium analyses where the rate of loading is very much greater than the rate at which pore water pressures, that are generated due to the action of shearing the soil, may dissipate.
- In cohesionless soils, these waves create liquefaction that is followed by the compaction of the soil, and in cohesive soils, they create an increased amount of pore water pressure that is followed by the compaction of the soil.
- Capillary effects in soil are more complex than in free water due to the randomly connected void space and particle interference through which to flow; regardless, the height of this zone of capillary rise, where negative pore water pressure is generally peaks, can be closely approximated by a simple equation.
- Several investigations of that event took place in the 1980s and early 1990s and the primary conclusions were that a critical condition for liquefaction to occur in that type of soil was the presence of a low permeable crust that did not allow pore water pressures to subside and that the assessment method and associated standard penetration test values used with sandy soils also applied to gravelly soils.
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