| 11. | Isotropic volume change is especially important for CU testing, as cavitation of pore water sets the limit of undrained sand strength.
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| 12. | Changes of pore water content due to drying or wetting processes cause significant volume changes of concrete in load-free specimens.
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| 13. | The Solid-Phase Test exposes the bacteria in such a way that is not always possible with pore water and elutriate.
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| 14. | Zinc phosphate slowly reacts with calcium cations and the hydroxyl anions present in the cement pore water and forms a stable hydroxyapatite layer.
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| 15. | Moreover, these methanogens change the structure of the tailings pond and help the pore water efflux to reuse for processing oil sands.
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| 16. | Other important reactions include the formation of chlorite, glauconite, illite and iron oxide ( if oxygenated pore water is present ).
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| 17. | Normally, this test provides results indicating equal or higher toxicity when compared to eluate or pore water tests of the same sample.
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| 18. | These protocols are recommended for testing waste water treatment plant effluent, stormwater runoff, drinking water, pore water, and eluate.
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| 19. | This is primarily due to the surface tension of pore water in voids throughout the vadose zone causing a suction effect on surrounding particles.
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| 20. | 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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