pore water वाक्य
उदाहरण वाक्य
मोबाइल
- Specific pore waters, can cause the further precipitation of carbonate or silica cements.
- Additionally, the pore water of sediments can be collected by centrifugation and tested without extraction.
- 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.
- Salt is also bound within the matrix of the sediments, generally in pore waters, trapped during deposition.
- When ice growth induces stresses in the pore water that breaks the rock, the result is called hydrofracture.
- Normally, effective normal stress is calculated by subtracting the pore water pressure from the normal stress, in natural conditions.
- Because the archaea and bacteria metabolize and release bubbles within the tailings, the pore water can go through the soil easily.
- Isotropic volume change is especially important for CU testing, as cavitation of pore water sets the limit of undrained sand strength.
- Changes of pore water content due to drying or wetting processes cause significant volume changes of concrete in load-free specimens.
- The Solid-Phase Test exposes the bacteria in such a way that is not always possible with pore water and elutriate.
- Zinc phosphate slowly reacts with calcium cations and the hydroxyl anions present in the cement pore water and forms a stable hydroxyapatite layer.
- Moreover, these methanogens change the structure of the tailings pond and help the pore water efflux to reuse for processing oil sands.
- Other important reactions include the formation of chlorite, glauconite, illite and iron oxide ( if oxygenated pore water is present ).
- Normally, this test provides results indicating equal or higher toxicity when compared to eluate or pore water tests of the same sample.
- These protocols are recommended for testing waste water treatment plant effluent, stormwater runoff, drinking water, pore water, and eluate.
- This is primarily due to the surface tension of pore water in voids throughout the vadose zone causing a suction effect on surrounding particles.
- These changes are dependent on the specific conditions that the rock is exposed as well as the composition of the rock and pore waters.
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