pore water pressure sentence in Hindi
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- The concept of effective stress truly becomes interesting when dealing with non-hydrostatic pore water pressure.
- The pore water pressure is essential in differentiating a soil's total stress from its effective stress.
- Pore water pressure is the pressure of water that is trapped within the particles of rocks and soils.
- Alternatively, shear strength may be decreased by weathering, changes in pore water pressure, and organic material.
- Normally, effective normal stress is calculated by subtracting the pore water pressure from the normal stress, in natural conditions.
- Among other academic writings, he formulated concepts such as that of A and B pore water pressure coefficient which is still widely used today.
- Realistically, the effective stress is greater than the total stress, as the pore water pressure in these partially saturated soils is actually negative.
- The increased moisture content of bioreactor landfill may reduce the structural stability of the landfill by increasing the pore water pressure within the waste mass.
- In areas of high pore water pressure, sand and salt water can form quicksand, which is a colloid hydrogel that behaves like a liquid.
- The specifics relevant to your question are at pore water pressure and bearing capacity . talk ) 19 : 10, 14 October 2014 ( UTC)
- This parameter is called the effective stress of the soil, basically equal to the difference in a soil's total stress and pore water pressure.
- Pore water pressure is vital in calculating the stress state in the ground soil mechanics, from Terzaghi's expression for the effective stress of a soil.
- During isotropic yielding volumetric strain is isotopically distributed within the specimen, this improves measurement of volumetric response during CD tests and pore water pressure during CU loading.
- The increases in pore water pressure and in formation stress combine and affect weaknesses near the hydraulic fracture, like natural fractures, joints, and bedding planes.
- A soil could be considered " underconsolidated " immediately after a new load is applied but before the excess pore water pressure has had time to dissipate.
- "Coupled rainfall-stability analysis methods, in which pore water pressure response models are coupled to slope stability models to try to understand the complexity of the system
- An alternative theory is that basal till, weakened by high pore water pressure, deformed upwards into parallel basal crevasses a short distance in from the glacial margin.
- It also cannot really take account of pore water pressure built-up during cyclic loading which can lead to initiation of liquefaction and different failures than simple distinct slip surfaces.
- They are the result of a combination of scour at the bank toe, high pore water pressure in the bank material, and tension crack at the top of the bank.
- Drainage systems reduce the water level inside a potentially unstable hillside, which leads to reduction in pore water pressures in the ground and an increase in the shear strength within the slope.
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