Search alternatives:
significantly increased » significant increase (Expand Search)
increased decrease » increased release (Expand Search), increased crash (Expand Search)
linear decrease » linear increase (Expand Search)
a decrease » _ decrease (Expand Search), _ decreased (Expand Search), _ decreases (Expand Search)
significantly increased » significant increase (Expand Search)
increased decrease » increased release (Expand Search), increased crash (Expand Search)
linear decrease » linear increase (Expand Search)
a decrease » _ decrease (Expand Search), _ decreased (Expand Search), _ decreases (Expand Search)
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1301
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1302
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1303
Evaluation of mitochondrial protein expression and morphology in NMIIC KO mice.
Published 2025Subjects: -
1304
Proliferation and differentiation of myoblasts derived from satellite cells in WT and NMIIC KO mice.
Published 2025Subjects: -
1305
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1306
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1307
Fiber types and muscle force in the soleus of 18-20-week-old WT and NMIIC KO mice.
Published 2025Subjects: -
1308
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1309
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1310
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1311
A pulse of TNF-alpha halts the growth of <i>L</i>. <i>intracellularis</i> in-vitro.
Published 2024Subjects: -
1312
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1313
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1314
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1315
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1316
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1317
Test soil parameters.
Published 2025“…When the UHMWPE content exceeds 0.3% the weight of the soil, there is no significant decrease in the swelling pressure of the reinforced soil (<i>p</i> = 0.052, close to the threshold of significance). …”
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1318
Influence of UHMWPE length on swelling pressure.
Published 2025“…When the UHMWPE content exceeds 0.3% the weight of the soil, there is no significant decrease in the swelling pressure of the reinforced soil (<i>p</i> = 0.052, close to the threshold of significance). …”
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1319
UHMWPF parameters.
Published 2025“…When the UHMWPE content exceeds 0.3% the weight of the soil, there is no significant decrease in the swelling pressure of the reinforced soil (<i>p</i> = 0.052, close to the threshold of significance). …”
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1320
Influence of UHMWPE content on swelling pressure.
Published 2025“…When the UHMWPE content exceeds 0.3% the weight of the soil, there is no significant decrease in the swelling pressure of the reinforced soil (<i>p</i> = 0.052, close to the threshold of significance). …”