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  2. Pore water pressure - Wikipedia

    en.wikipedia.org/wiki/Pore_water_pressure

    Pore water pressure (sometimes abbreviated to pwp) refers to the pressure of groundwater held within a soil or rock, in gaps between particles . Pore water pressures below the phreatic level of the groundwater are measured with piezometers. The vertical pore water pressure distribution in aquifers can generally be assumed to be close to ...

  3. Soil mechanics - Wikipedia

    en.wikipedia.org/wiki/Soil_mechanics

    Water pressure, u, is negative above and positive below the free water surface. If the soil pores are filled with water that is not flowing but is static, the pore water pressures will be hydrostatic. The water table is located at the depth where the water pressure is equal to the atmospheric pressure. For hydrostatic conditions, the water ...

  4. Soil consolidation - Wikipedia

    en.wikipedia.org/wiki/Soil_consolidation

    When soil saturated with water is subjected to an increase in pressure, the high volumetric stiffness of water compared to the soil matrix means that the water initially absorbs all the change in pressure without changing volume, creating excess pore water pressure. As water diffuses away from regions of high pressure due to seepage, the soil ...

  5. Effective stress - Wikipedia

    en.wikipedia.org/wiki/Effective_stress

    Spheres being injected with water, reducing effective stress. The concept of effective stress truly becomes interesting when dealing with non-hydrostatic pore water pressure. Under the conditions of a pore pressure gradient, the ground water flows, according to the permeability equation (Darcy's law). Using our spheres as a model, this is the ...

  6. Cone penetration test - Wikipedia

    en.wikipedia.org/wiki/Cone_penetration_test

    Most modern electronic CPT cones now also employ a pressure transducer with a filter to gather pore water pressure data. The filter is usually located either on the cone tip (the so-called U1 position), immediately behind the cone tip (the most common U2 position) or behind the friction sleeve (U3 position).

  7. Terzaghi's principle - Wikipedia

    en.wikipedia.org/wiki/Terzaghi's_Principle

    The effective stress,, is related to total stress,, and the pore pressure,, by =, where is the identity matrix. The negative sign is there because the pore pressure serves to lessen the volume-changing stress; physically this is because there is fluid in the pores which bears a part of the total stress, so partially unloading the solid matrix ...

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  9. Phreatic - Wikipedia

    en.wikipedia.org/wiki/Phreatic

    The term 'phreatic surface' indicates the location where the pore water pressure is under atmospheric conditions (i.e., the pressure head is zero). This surface usually coincides with the water table. The slope of the phreatic surface is assumed to indicate the direction of groundwater movement in an unconfined aquifer.