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significant amount » significant impact (Expand Search)
greater decrease » greatest decrease (Expand Search), greater increase (Expand Search), greater disease (Expand Search)
amount decrease » point decrease (Expand Search)
shape decrease » shape increases (Expand Search), small decrease (Expand Search), step decrease (Expand Search)
significant amount » significant impact (Expand Search)
greater decrease » greatest decrease (Expand Search), greater increase (Expand Search), greater disease (Expand Search)
amount decrease » point decrease (Expand Search)
shape decrease » shape increases (Expand Search), small decrease (Expand Search), step decrease (Expand Search)
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Measurements of the amount of ATP released by bladder distention and VNUT expression in the bladder.
Published 2024Subjects: -
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Effects of increasing amounts of gravel on escape latency and aversiveness of gravel.
Published 2025“…<p>(A) Escape latency during trial 1 was higher when greater amounts of gravel were in the connecting chamber. …”
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Distribution of the amount of physical activity recorded during head-raising movements.
Published 2025Subjects: -
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Test soil parameters.
Published 2025“…When the length of UHMWPE is greater than 9 mm, there is no significant decrease in the free swelling ratio of the reinforced soil (<i>p</i> = 0.165). …”
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Influence of UHMWPE length on swelling pressure.
Published 2025“…When the length of UHMWPE is greater than 9 mm, there is no significant decrease in the free swelling ratio of the reinforced soil (<i>p</i> = 0.165). …”
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UHMWPF parameters.
Published 2025“…When the length of UHMWPE is greater than 9 mm, there is no significant decrease in the free swelling ratio of the reinforced soil (<i>p</i> = 0.165). …”
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Influence of UHMWPE content on swelling pressure.
Published 2025“…When the length of UHMWPE is greater than 9 mm, there is no significant decrease in the free swelling ratio of the reinforced soil (<i>p</i> = 0.165). …”
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Soil partice-size distribution.
Published 2025“…When the length of UHMWPE is greater than 9 mm, there is no significant decrease in the free swelling ratio of the reinforced soil (<i>p</i> = 0.165). …”
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