| 1. | Specific pore waters, can cause the further precipitation of carbonate or silica cements.
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| 2. | Additionally, the pore water of sediments can be collected by centrifugation and tested without extraction.
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| 3. | The concept of effective stress truly becomes interesting when dealing with non-hydrostatic pore water pressure.
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| 4. | The pore water pressure is essential in differentiating a soil's total stress from its effective stress.
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| 5. | Pore water pressure is the pressure of water that is trapped within the particles of rocks and soils.
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| 6. | Alternatively, shear strength may be decreased by weathering, changes in pore water pressure, and organic material.
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| 7. | Salt is also bound within the matrix of the sediments, generally in pore waters, trapped during deposition.
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| 8. | When ice growth induces stresses in the pore water that breaks the rock, the result is called hydrofracture.
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| 9. | Normally, effective normal stress is calculated by subtracting the pore water pressure from the normal stress, in natural conditions.
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| 10. | Because the archaea and bacteria metabolize and release bubbles within the tailings, the pore water can go through the soil easily.
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