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In modern dam engineering, the choice of materials is usually between concrete, earthfill, and rockfill.
The size of the materials is usually 10 30 mm after chipping and 0.2 2 mm after milling or grinding.
The consistency of such materials is usually closer to the plastic rather than the liquid limit (Hutchinson 1988).
However, characterizing ground layers with MA-XRF scanning is challenging as the emitted fluorescence signal from priming materials is usually significantly attenuated by the superimposed layers.
Hardness of materials is usually measured in terms of isotropic shear modulus (G H), and Young's modulus (E) or bulk modulus (B T).
Fatigue damage accumulation in engineering materials is usually quantified using a suitable damage parameter that can serve as a reliable descriptor of damage development.
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Secondary raw materials are usually processed separately.
Metallic raw materials are usually produced in two steps.
Because conversations between heads of state can range widely, such materials are usually very detailed.
All of these materials are usually backed up by rigid insulation to slow heat transfer.
Plastic materials are usually printed with aniline inks, which contain methyl alcohol, synthetic resins, and shellac.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com