Search alternatives:
significantly weaker » significantly greater (Expand Search), significantly better (Expand Search), significantly related (Expand Search)
greater decrease » greatest decrease (Expand Search), greater increase (Expand Search), greater disease (Expand Search)
weaker decrease » teer decrease (Expand Search), water decreases (Expand Search)
significantly weaker » significantly greater (Expand Search), significantly better (Expand Search), significantly related (Expand Search)
greater decrease » greatest decrease (Expand Search), greater increase (Expand Search), greater disease (Expand Search)
weaker decrease » teer decrease (Expand Search), water decreases (Expand Search)
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Table 1_Effects of grassland degradation on soil ecological stoichiometry and soil microbial community on the South of the Greater Khingan Mountains.docx
Published 2024“…Grassland degradation significantly decreased soil bacterial and fungal richness. …”
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155
Assessing Bivalves as Biomonitors of Per- and Polyfluoroalkyl Substances in Coastal Environments
Published 2025Subjects: -
156
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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157
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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158
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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159
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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160
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). …”